Exhibit 10.1
  MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 AIA Document A111  1997
 Standard Form of Agreement between Owner and Contractor where the basis for payment is the
COST OF THE WORK PLUS A FEE with a negotiated Guaranteed Maximum Price.
 AGREEMENT th  (In words, indicate day, month and year)
 BETWEEN  (Name, address and other information)
 HF
Logistics-SKX T1, LLC
14225 Corporate Way
Moreno Valley, California 92553
 (Name, address and other information)
 J. D. Diffenbaugh, Inc.
6865 Airport Drive
Riverside, California 92504
 (Name and location)
 Highland Fairview Corporate Park
Skechers Distribution Center
29800 Eucalyptus Avenue
Rancho Belago, California 92555
 (Name, address and other information)
 Vertical Architect:
 HPA, Inc.
18831 Bardeen Avenue, Suite 100
Irvine, California 92612
 Civil Engineer:
 RBF Consulting
14725 Alton Parkway
Irvine, Ca 92618
(949) 855-5716
 Landscape Architect:
 Mission Landscape Architecture
16361 Scientific Way
Irvine, CA 92618
(949) 224-0044
 Page 1 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
   ARTICLE 1 THE CONTRACT DOCUMENTS
  ARTICLE 2 THE WORK OF THIS CONTRACT
  ARTICLE 3 RELATIONSHIP OF THE PARTIES
  Page 2 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  ARTICLE 4 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
 § 4.1
 (Insert the date of commencement, if it differs from the date of this
Agreement or, if applicable, state that the date will be fixed in a notice to proceed.)
   § 4.2
    Page 3 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
       Page 4 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
     (Insert provisions, if any, for liquidated damages relating to failure to complete on time, or
for bonus payments for early completion of the Work.)
  ARTICLE 5 BASIS FOR PAYMENT
 § 5.1 CONTRACT SUM
 § 5.1.1
 § 5.1.2
  (State a lump sum, percentage of Cost of the Work or other provision for determining the
Contractors Fee, and describe the method of adjustment of the Contractors Fee for changes in the
Work.)
 Page 5 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 5.2 GUARANTEED MAXIMUM PRICE
 § 5.2.1
 (Insert specific provisions if the Contractor is to participate in any savings.)
          
 *
    
    Confidential Portions Omitted and Filed Separately with the Commission. Page 6 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
   § 5.2.2
 (State the numbers or other identification of accepted alternates. If decisions on other alternates
are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of
such other alternates showing the amount for each and the date when the amount expires.)
 § 5.2.2.1
 Tree Removal at Sinclair
    
    $[*]
    
    Plans & Specifications
 § 5.2.3
 Description
    
    Units
    
    Price ( $0.00)Place 4 owner supplied base
    
    Sqft
    
    $
    [*]Place 4 contractor supplied base
    
    Sqft
    
    $
    [*]Monthly maintenance city
landscaping
    
    Monthly
    
    $
    [*]Six Foot (6) Chain Link Cal-Trans
Fencing
    
    Lineal Foot
    
    $
    [*]Polished Concrete floor W/ Exposed
aggregate
    
    Sqft
    
    $
    [*]Saw-Cut Lines Polished Concrete
Floor
    
    Lineal Foot
    
    $
    [*]Conduit roof penetrations for CATV
cameras @ building perimeter
    
    
    
    $
    [*]
    eachConduit & 120v power to
perimeter parking lot light poles for data
scanners
    
    
    
    $
    [*]
    eachPalm Tree lighting & exterior architectural
lighting
    
    
    
    $
    [*]
    each
 
 *
    
    Confidential Portions Omitted and Filed Separately with the Commission. Page 7 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 5.2.4
 (Identify and state the amounts of any allowances, and state whether they include labor, materials,
or both.)
 Allowance
    
    Amount ( $0.00)
    
    Included itemsLeft Turn Widening @ Theodore &
SR 60 off ramp
    
    $
    [*]
    
    
    Plans & Specifications12 Water line West Eucalyptus
and Ironwood Pressure Reducing Station
to POC @ NW point Redlands/SR60
ramp
    
    $
    [*]
    
    
    Plans & SpecificationGround Sign program allowance
    
    
    
    
    
    $[*] each
 § 5.2.5
 § 5.2.6
 § 5.2.7 The parties acknowledge that the GMP has been established prior to Contractor receiving
bids from all Subcontractors for performance of the Work. As such, Contractor has provided
Allowances for certain portions of the Work identified above. Exhibit D, Schedule of Values,
contains a separate line item breakdown for each portion of the Work, including specifically
identifying those portions that are currently identified as Allowances that Contractor anticipates
will be bid out. The Schedule of Values, including Allowances, can only be changed with prior,
written approval of Owner. To reduce Allowances to sums certain, Contractor will submit all bids to
Owner for its review and approval. If Owner approves of a bid in writing, and if the amount of such
approved bid differs from the amount set forth as an Allowance above, then the GMP shall be
increased or decreased, as appropriate, by an amount equal to such difference, according to the
terms of the Contract Documents.
 ARTICLE 6 CHANGES IN THE WORK
 § 6.1
 
 *
    
    Confidential Portions Omitted and Filed Separately with the Commission. Page 8 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 6.2
 § 6.3
 ARTICLE 7 COSTS TO BE REIMBURSED
 §7.1 COST OF THE WORK
  § 7.2 LABOR COSTS
 § 7.2.1
 § 7.2.2
 §7.3 SUBCONTRACT COSTS
 § 7.3.1
 § 7.4 COSTS OF MATERIALS AND EQUIPMENT INCORPORATED IN THE COMPLETED CONSTRUCTION
 § 7.4.1
 Page 9 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  § 7.4.2
 § 7.5 COSTS OF OTHER MATERIALS AND EQUIPMENT, TEMPORARY FACILITIES AND RELATED ITEMS
 § 7.5.1
 § 7.5.2
 § 7.5.3
 § 7.5.4
 § 7.5.5
 § 7.5.6
 § 7.6 MISCELLANEOUS COSTS
 § 7.6.1
 § 7.6.2
 § 7.6.3
 § 7.6.4
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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 7.6.5
 § 7.6.6
 § 7.6.7
 § 7.6.8
 § 7.6.9
 § 7.7 OTHER COSTS AND EMERGENCIES
 § 7.7.1
 § 7.7.2
 § 7.7.3
 § 7.8 RELATED PARTY TRANSACTIONS
 § 7.8.1
 § 7.8.2
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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  ARTICLE 8 COSTS NOT TO BE REIMBURSED
 § 8.1
 § 8.1.1
 § 8.1.2
 § 8.1.3
 § 8.1.4
 § 8.1.5
 § 8.1.6
 § 8.1.7
 § 8.1.8
 § 8.1.9
 § 8.1.10
 ARTICLE 9 DISCOUNTS, REBATES AND REFUNDS
 § 9.1
 § 9.2
 ARTICLE 10 SUBCONTRACTS AND OTHER AGREEMENTS
 § 10.1
 Page 12 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  § 10.2
 § 10.3
 § 10.4
 ARTICLE 11 ACCOUNTING RECORDS
  Page 13 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  ARTICLE 12 PAYMENTS
 § 12.1 PROGRESS PAYMENTS
 § 12.1.1
 § 12.1.2
 §
12.1.3 first fifth next thirty (30)
 § 12.1.4
 § 12.1.5
 § 12.1.6
 Page 14 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  § 12.1.7
 .1
    
    take that portion of the Guaranteed Maximum Price properly allocable to
completed Work as determined by multiplying the percentage of completion of each
portion of the Work by the share of the Guaranteed Maximum Price allocated to that
portion of the Work in the schedule of values. Pending final determination of cost to
the Owner of changes in the Work, amounts not in dispute shall be included as provided
in Section 7.3.8 of AIA Document A201-1997;.2
    
    if approved in advance by the Owner, add that portion of the Guaranteed
Maximum Price properly allocable to materials and equipment delivered and suitably
stored at the site for subsequent incorporation in the Work, or suitably stored off
the site at a location agreed upon in writing;.3
    
    add the Contractors Fee less retainage of ten percent (10%). The
Contractors Fee shall be computed upon the Cost of the Work described in the two
preceding Clauses at the rate stated in Section 5.1.2 or, if the Contractors Fee is
stated as a fixed sum in that Subsection, shall be an amount that bears the same ratio
to that fixed-sum fee as the Cost of the Work in the two preceding Clauses bears to a
reasonable estimate of the probable Cost of the Work upon its completion. Subject to
the approval of Owners construction lender, when the Work is determined to be 50%
complete, retainage shall be reduced to 5%. Any scope of Work that has been paid in
full without retainage withheld shall not be included for purposes of determining
whether the Work is 50% complete..4
    
    subtract the aggregate of previous payments made by the Owner;.5
    
    subtract the shortfall, if any, indicated by the Contractor in the
documentation required by Section 12.1.4 to substantiate prior Applications for
Payment, or resulting from errors subsequently discovered by the Owners accountants
in such documentation; and.6
    
    subtract amounts, if any, for which the Owner has withheld or
nullified a Certificate for Payment as provided in Section 9.5 of AIA Document
A201-1997.
 § 12.1.8
 § 12.1.9 PAYMENTS AFTER SUBSTANTIAL COMPLETION BUT PRIOR TO FINAL PAYMENT
   Page 15 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
    § 12.2 FINAL PAYMENT
 § 12.2.1
 § 12.2.2
 § 12.2.3
 § 12.2.4
 ARTICLE 13 TERMINATION OR SUSPENSION
 § 13.1
 § 13.2
 § 13.2.1
 Page 16 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 13.2.2
 § 13.2.3
 § 13.3
 § 13.4
 ARTICLE 14 MISCELLANEOUS PROVISIONS
 § 14.1
 § 14.2 (Insert rate of interest agreed upon, if any.)
 (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local
consumer credit laws and other regulations at the Owners and Contractors principal places of
business, the location of the Project and elsewhere may affect the validity of this provision.
Legal advice should be obtained with respect to deletions or modifications, and also regarding
requirements such as written disclosures or waivers.)
 § 14.3   (Name, address and other information.)
 Jack Stones
Vice President of Construction
14225 Corporate Way
Moreno Valley, California 92553
 § 14.4   (Name, address and other information.)
 Paul Richardson, Project Manager
6865 Airport Drive Riverside,
California 92504
 § 14.5
 Page 17 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  § 14.6
 § 14.7
 Kim Abreu
    
    Bertie Chawla, P.ESVP - Commercial Real Estate
    
    1626 E.4th StreetBANK OF AMERICA
    
    Santa Ana, CA 927011 Alhambra Plaza, Penthouse
    
    Telephone: (714) 571-0287Coral Gables, FL 33134
    
    Facsimile: (714) 571-0033Facsimile: (312) 453-3838
  Page 18 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  § 14.8
 § 14.9
 § 14.10
 § 14.11
 § 14.12
 § 14.13
 § 14.14
 Page 19 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 14.15
 § 14.16
            Page 20 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
    § 14.17
 § 14.18
 § 14.19
 § 14.20
 ARTICLE 15 ENUMERATION OF CONTRACT DOCUMENTS
 § 15.1
 § 15.1.1
 § 15.1.2
 § 15.1.3
 Document
    
    Title
    
    Pages
 § 15.1.4
 (Either list the Specifications here or refer to an exhibit attached to this Agreement.)
 Exhibit E Drawing Log, Project Manuals & Reports
 Page 21 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 § 15.1.5
 (Either list the Drawings here or refer to an exhibit attached to this Agreement.)
 Exhibit E Drawing Log, Project Manuals & Reports
 § 15.1.6
   § 15.1.7
 (List here any additional documents, such as a list of alternates that are intended to form part of the
Contract Documents. AIA Document A201-1997 provides that bidding requirements such as advertisement
or invitation to bid, Instructions to Bidders, sample forms and the Contractors bid are not part
of the Contract Documents unless enumerated in this Agreement. They should be listed here only if
intended to be part of the Contract Documents.)
 
 ARTICLE 16 INSURANCE AND BONDS
 (List required limits of liability for insurance and bonds. AIA Document A201-1997 gives
other specific requirements for insurance and bonds.)
  Page 22 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER GENERAL CONTRACTOR
 This Agreement is entered into as of the day and year first written above and is executed in at
least three original copies, of which one is to be delivered to the Contractor, one to the
Architect for use in the administration of the Contract, and the remainder to the Owner.
 CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS STATE LICENSE
BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST CONTRACTORS IF A COMPLAINT REGARDING
A PATENT ACT OR OMISSION IS FILED WITHIN FOUR YEARS OF THE DATE OF THE ALLEGED VIOLATION. A
COMPLAINT REGARDING A LATENT ACT OR OMISSION PERTAINING TO STRUCTURAL DEFECTS MUST BE FILED WITHIN
10 YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE
REFERRED TO THE REGISTRAR, CONTRACTORS STATE LICENSE BOARD P.O. BOX 26000, SACRAMENTO, CALIFORNIA
95826. Contractors California contractors license number is 703175.
 Page 23 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 HF LOGISTICS-SKX T1, LLC,
a Delaware limited liability company
    
    
    
    J.D. Diffenbaugh, Inc.By: HF Logistics-SKX, LLC, a
Delaware limited
liability company, its sole memberBy: HF Logistics I, LLC, a Delaware
limited liability company, its managing
memberBy:
    
    /s/ Iddo BenzeeviIddo Benzeevi, President and
    
    
    
    By:
    
    /s/ Joel AlexanderChief Executive Officer
    
    
    
    
    
    Joel Alexander, Vice President / CFODate:
    
    4/23/2010
    
    
    
    Date:
    
    4/23/2010
 Page 24 of 24




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 ADDENDUM A
 (Addendum) (Agreement) HF Logistics SKX T1 California
Limited Liability Company (Owner) J. D. Diffenbaugh, Inc. (Contractor).
 1.1 General (Required Insurance)
    Page 1 of 5




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
   1.2 Policies/Endorsements Section 1.4
 1.3 Cancellation/Non-Renewal/Material Alteration
 1.4 Required Insurance
 Commercial General Liability.
   Page 2 of 5




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  i.e.,
          Workers Compensation and Employers Liability Insurance .
 Automobile Liability Insurance .
 Page 3 of 5




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
 Pollution and Hazardous Materials Liability Insurance .
      Equipment Coverage .
 Professional Liability Insurance.
 Umbrella or Excess Liability Coverage .
 Subguard Insurance .
 Page 4 of 5




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MHOO-121-226-A  HIGHLAND CORPORATE PARK
SKECHERS DISTRIBUTION CENTER  GENERAL CONTRACTOR
  1.5 Subrogation
 Page 5 of 5




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EXHIBIT B
 
 J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12nd Quarter l 3rd
Quartex ,, 14th Quarter 1 st Quartex ,, l2nd Qu art Mar | Apr | May T Jun Jul I Aug I Sep I Oct I
Nov | Dec I Jan I Feb I Mar 1 Apr 1 CLIENTS KEY OBJECTIVE MILESTONES 4/19   i  i i  3/21 2
Start Grading Operations 4 4/19 3 Certify Center 1/3rd Building Pad * 5/21 4 Start Mezzanine /
Racking Vendor + 9/21 5 Shell Completion + 3/21 6 OVERALL CONSTRUCTION 4/5  «     3/18 7 PRE
CONSTRUCTION COORDINATION and MOBILIZATION 4/5 '' mam m m f 7/14 8 Contract Award and Negotiations
4/5 ? 4/9 9 Contract Fully Executed 4 4/9 10 Evidence of Financing in Place + 4/9 11 Subcontract
Negotiations and Release to Secure Materials 4/12 | j 4/23 12 Release Subs to Secure Materials 4
4/23 13 MATERIAL ACQUISITION 4/19 > 7/14 14"~ Finalize Material Orders 4/28 fj 5/4 15
Reinforcing Steel 5/5 J 6/21 16 Foundations 5/5 II 5/25 17 Panels 5/5 | n 6/21 ~~T8~"~ Structural
Steel 4/19 7/1 19 Anchor Bolts and Templates 5/5 | | 5/25 20 Mill Order Beams and Columns in Local
Warehouse ? 4/19 21 Shop Fabrication 5/6 I ¦ 1 7/1 22 Panelized Roof 5/5 7/14 23 Joists and Girders
5/5 I | I I I I I I I I I I I I I I 1 7/14 24 Plywood and Dimensional Lumber 5/5 n | I I || I I M I
I M I l( 7/14 25 Permit Acquisition 4/5 w 4/9 26 Grading and Utility Permits Acquired ? 4/5 27
Building and All Remaining Permits Acquired :? 4/5 28 Construction Issue Drawings Acquired ? 4/9 29
Mobilization 4/9 < 4/19 30 Notice to Proceed ? 4/9 31 Mobilization (Based on Critical Path
Material Acquisitions) 4/12 gj 4/16 32 All Diffenbaugh Requirements for Project Start In Place ?
4/9 33 Contract Commencement Milestone ? 4/19 34 VENDOR REQUIRED WORK ? 5/24 35 Conveyor Mezzanine
Footings Installation ? 5/24 36 ROUGH GRADING (Site Package Element) 4/12 7/26 37~ Schedule and
Conduct Pre Grade Meeting 4/12 g 4/14 3(3 Mobilize Equipment 4/14 ? 4/19 39 Coordinate Water
Sources 4/14 0 4/16 40 Building Pad 4/19 ¦¦ ¦ 7/21 ~4~i Develop Building Pad Area 33 thru 17 4/19
| | 5/19 42 Develop Building Pad Area 49 thru 33 5/19 lir:/ ; ; i| 6/22 Page 1




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j J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW
LOGISTICS I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12nd
Quarter 3rd Quarter 14th Quarter IslQyarter |j>nd Quart Mar I Apr I May I Jun T Jul 1 Aug 1 Sep
I Oct | Nov \ Dec 1 Jan | Feb I Mar \ Apr T~~ 43 Develop Building Pad Area 17 thru 1 6/22 | | 7/21
44 Progressive Pad Certifications 5/19    7/26 45 Pad Certification Area 33 thru 17 5/19 g 5/24
46 Pad Certification Area 49 thru 33 6/22 g 6/25 47 Pad Certification Area 17 thru 1 7/21 ? 7/26 48
WEATHER DELAY ALLOCATIONS 4/26   11/29 ~~49 Allocation 1st Qtr Schedule 2 Days + 4/26 50
Allocation 2nd Qtr Schedule 3 Days + 6/1 51 Allocations 3rd Qtr Schedule 2 Days * 8/31 ~52
Allocation 4th Qtr Schedule 3 Days ? 11/29 ~~53~~ GENERAL CONSTRUCTION 5/24  3/18 ~54~~ BELOW
GRADE UTILITIES 5/24 mhb 8/12 55 Plumbing and Other Area 33 thru 17 5/24* 6/14 56~ Column Line 33
to 29 (149,413 sf) 5/24 FFR 6/4 57 Column Line 29 to 25 (149,360 sf) 5/28 033 6/8 58 Column Line 25
to 21 (149,360 sf) 6/7 fl 6/10 59 Column Line 21 to 17 (149,413 sf) 6/9 g 6/14 60~~ Plumbing and
Other Area 49 thru 33 6/25* 7/15 61 Column Line 49 to 45 (150,159 sf) 6/25 ? 7/7 ~~62~~ Column Line
45 to 41 (149,360 sf) 7/6 | 7/9 63 Column Line 41 to 37 (149,360 sf) 7/8 Q 7/13 64 Column Line 37
to 33 (149,413 sf) 7/12 | 7/15 65 Plumbing and Other Area 17 thru 1 7/26 * 8/12 66 Column Line 17
to 13 (149,413 sf) 7/26 Q 7/29 67 Column Line 13 to 9 (149,360 sf) 7/28 fj 8/2 68 Column Line 9 to
5 (149,360 sf) 7/30 Q 8/4 69 Column Line 5 to 1 (153,425 sf) 8/3 ? 8/12 ~70 BUILDING CONCRETE 5/24
*  10/5 71 Building Concrete Area 33 thru 17 5/24 7/26 72 Interior Foundations 5/24 * 6/11 73
Column Line 33 to 29 (149,413 sf) 5/24 ** 5/28 74 Verify Line and Grade 5/24 | 5/25 75 Layout and
Excavation 5/24 g 5/26 76 Receive, Inventory and Store Anchor Bolt A ? 5/25 77 Install Rebar 5/25 ]
5/26 78 Install Bolts and Embeds 5/26 | 5/26 79 Place Foundations 5/27 | 5/27 8() Strip Forms and
Clean Embeds 5/28 J 5/28 ~~81 Column Line 29 to 25 (149,360 sf) 5/27 6/7 82 Layout and Excavation
5/27 0 5/28 83 Receive, Inventory and Store Anchor Bolt A ? 5/27 84 Install Rebar 5/28 j 5/28 Page 2




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter 1st Quarter 2nd Quart Mar I Apr I May [ Jun I Jul I Aug TSep I Oct I Nov |
Dec 1 Jan I Feb | Mar | Apr I 85 install Bob and Embeds 5728 ] 5/28 ~86 Place Foundations 6/4 [
6/4 87 Strip Forms and Clean Embeds 6/7 j 6/7 ~jT8~ Column Line 25 to 21 (149,360 sf) 6/4 WW 6/9 89
Layout and Excavation 6/4 fj 6/7 90 Receive, Inventory and Store Anchor Bolt A + 6/4 ~9~i Install
Rebar 6/7 | 6/7 92 Install Bolts and Embeds 6/7 | 6/7 93 Place Foundations 6/8 | 6/8 94 Strip Forms
and Clean Embeds 6/9 | 6/9 95 Column Line 21 to 17 (149,413 sf) 6/8 W 6/11 96 Layout and Excavation
6/8 q 6/9 97 Receive, Inventory and Store Anchor Bolt A + 6/8 98 Install Rebar 6/9 | 6/9 99 Install
Bolts and Embeds 6/9 | 6/9 100~~ Place Foundations 6/10 | 6/10 ~loi Strip Forms and Clean Embeds
6/11 | 6/11 102 Interior and Perimeter / Panel Foundations 6/10 7/13 103 Column Line 33 to 29
(149,413 sf) 6/10 6/30 T04~ Layout and Excavate 6/10 rj 6/15 105 Receive, Inventory and Store
Anchor Bolt A ? 6/10 106 Install Rebar 6/11 gg 6/16 TOT  Install Bolts and Embeds 6/16 fl 6/17
108 ~ Place Foundations 6/18 g 6/22 ~To~9~ Strip Forms and Clean Embeds 6/21 g 6/22 110 Install
Erection Pads 6/21 | 6/23 111 Cure Time Prior to Loading 6/24 rjg 6/30 112 Column Line 29 to 25
(149,360 sf) 6/16 7/6 113 Layout and Excavate 6/16 g 6/17 114 Receive, Inventory and Store Anchor
Bolt A ? 6/16 115 Install Rebar 6/17 ] 6/18 116 Install Bolts and Embeds 6/18 I 6/18 117 Place
Foundations 6/23 g 6/24 118  Strip Forms and Clean Embeds 6/25 | 6/25 ~W~ Install Erection Pads
6/25 | 6/28 120 Cure Time Prior to Loading 6/29 rg 7/6 121 Column Line 25 to 21 (149,360 sf) 6/18
7/8 122 Layout and Excavate 6/18 g 6/21 123 Receive, Inventory and Store Anchor Bolt A ? 6/18 124
Install Rebar 6/21 g 6/22 125 Install Bolts and Embeds 6/22 | 6/22 126 Place Foundations 6/25 ffl
6/28 Page 3




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 4thQuarte 1st Quarter 2nd Quart Mar I Apr | May |~ Jun Jul | Aug~ 1 Sep \ Oct I Nov I Dec 1
Jan I Feb T Mar | Apr 127 Strip Forms and Clean Embeds 6/29 [ 6/29 128~ Install Erection Pads 6/29
| 6/30 ~129 ~ Cure Time Prior to Loading 7/1 gg 7/8 130 Column Line 25 to 21 (149,360 sf) 6/22 7/13
131 Layout and Excavate 6/22 g 6/25 132 Receive, Inventory and Store Anchor Bolt A + 6/22 133
Install Rebar 6/23 R3 6/28 134 Install Bolts and Embeds 6/28 0 6/29 13ET Place Foundations 6/30 [
7/2 136 Strip Forms and Clean Embeds 7/1 g 7/2 137 install Erection Pads 7/1 Q 7/6 138 Cure Time
Prior to Loading 7/7 g 7/13 139 Slab on Grade 6/7 7/13 140 Confirm Backfills Approved ? 6/7 141
Panel Casting Slab Area #1 (+/ 65,000 sf) 6/8 6/18 142~~ Fine Grade and Prep 6/8 Q 6/9 143 Install
Edge Form 6/9 | 6/9 144 Place Reinforcing Steel / Dowels 6/9 0 6/10 145 Place and Finish Slab
6/10 fj 6/11 146 Wet Cure 6/14 a 6/18 147~ Panel Casting Slab Area #2 (+/ 65,000 sf) 6/10 6/22
148~~ Fine Grade and Prep 6/10 | 6/11 149 Install Edge Form 6/11 | 6/11 150 Place Reinforcing
Steel / Dowels 6/11 Q 6/14 151 Place and Finish Slab 6/14 | 6/15 152 Wet Cure 6/16 0 6/22 T53~~
Panel Casting Slab Area #3 (+/ 65,000 sf) 6/14 6/24 ~~154 Fine Grade and Prep 6/14 0 6/15 155
Install Edge Form 6/15 [ 6/15 156 Place Reinforcing Steel / Dowels 6/15 rj 6/16 157 Place and
Finish Slab 6/16 0 6/17 158 Wet Cure 6/18 Q] 6/24 T59 Panel Casting Slab Area #4 (+/ 65,000 sf)
6/16 6/28 ~1&T~ Fine Grade and Prep 6/16 | 6/17 161 Install Edge Form 6/17 | 6/17 T61T Place
Reinforcing Steel / Dowels 6/17 0 6/18 163 Place and Finish Slab 6/18 | 6/21 164 Wet Cure 6/22 g
6/28 165 Panel Casting Slab Area #5 (+/ 65,000 sf) 6/18 * 6/30 ~T66~~ Fine Grade and Prep 6/18 ?
6/21 167 Install Edge Form 6/21 | 6/21  168"~ Place Reinforcing Steel / Dowels 6/21 p 6/22 Page 4




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 4 h Qua rteL 1st Qyarter 2nd Quart Mar I Apr I May I Jun \ Jul 1 Aug | Sep 1 Oct I Nov I
Dec I Jan I Feb I Mar [Apr I 169 Place and Finish Sab 6/22 0 6/23 170 Wet Cure 6/24 ? 6/30 171
Panel Casting Slab Area #6 (+/ 65,000 sf) 6/22 W 7/2 ~72 Fine Grade and Prep 6/22 J 6/23 173
Install Edge Form 6/23 ] 6/23 174 Place Reinforcing Steel / Dowels 6/23 Q 6/24 175 Place and Finish
Slab 6/24 B 6/25 176 Wet Cure 6/28 rj 7/2 ~T77~ Interior Slab Area #7 (+/ 65,000 sf) 6/24 7/7 178
Fine Grade and Prep 6/24 g 6/25 ~T79~~ Install Edge Form 6/25 | 6/25 ~T80~ Place and Finish Slab
6/28 fl 6/29 181 Wet Cure 6/30 pj 7/7 182 Interior Slab Area #8 (+/ 65,000 sf) 6/28 7/9 183 Fine
Grade and Prep 6/28 0 6/29 184 Install Edge Form 6/29 [ 6/29 185 Place and Finish Slab 6/30 [] 7/1
186 Wet Cure 7/2 m 7/9 187 Interior Slab Area #9 (+/ 65,000 sf) 6/30 7/13 ~188 Fine Grade and Prep
6/30 I 7/1 189 Install Edge Form 7/1 | 7/1 ~T9(T~ Place and Finish Slab 7/2 g 7/6 ~l9T~ Wet Cure
7/7 E 7/13 192 Panels 6/21 7/26 193 Panels and Reinforcing Steel 6/21 Mm ji 7/19 194 Panels #74
thru #50 (Group #1 25 Panels 6/21 7/8 195 Layout and Snap Lines 6/21 I 6/21 196 Form Panels and
Apply Bond Breaker 6/21 j 6/23 197 ~ Install Down Side Embeds 6/21 | 6/23 T98 Install Panel
Reinforcing Steel 6/22 g 6/24 199 Install Lift Steel 6/23 Q 6/24 ~200 Install Upside Panel Embeds
6/22 § 6/25 201 Install Other Embedded Systems 6/22 | 6/25 202 Ring Panel / Panel Check 6/25 | 6/28
203 Place and Finish Panel 6/29 0 6/30 204 Cure Time Prior to Lift 7/1 ? 7/8 205 Strip Formwork and
Clean 7/7 | 7/8 206 Install Panel Braces 7/6 g 7/8 207 Panels #49 #39 and #296 #309 (Group 6/23
7/12 208 Layout and Snap Lines 6/23 1 6/23 ~209~~ Form Panels and Apply Bond Breaker 6/23 g 6/25
210 Install Down Side Embeds 6/23 g 6/25 Page 5




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter J 3rd
Quarter 14th Quarter 1 st Quarter 12nd Quart Mar Apr | May | Jun I jTjl | Aug T Sep | Oct I Nov I
Dec~] Jan f Feb I Mar I Apr | 211 Install Panel Reinforcing Steel 6/24  6/28 212 Install Lift
Steel 6/25 Q 6/28 ~2~T~ Install Upside Panel Embeds 6/24 ? 6/29 214 Install Other Embedded Systems
6/24 fg 6/29 215 Ring Panel / Panel Check 6/29 | 6/30 216 Place and Finish Panel 7/1 0 7/2 217
Cure Time Prior to Lift 7/6 EB 7/12 218 Strip Formwork and Clean 7/9 p 7/12 219 Install Panel
Braces 7/8 [Fj 7/12 ~22CT Panels #286 #295 and #320 #334 (Grou| 6/29 * * 7/15 221 Layout and Snap
Lines 6/29 | 6/29 222 Form Panels and Apply Bond Breaker 6/29 g 7/1 223 Install Down Side Embeds
6/29 g 7/1 224 Install Panel Reinforcing Steel 6/29 fj 7/1 ~225~~ Install Lift Steel 6/30 Q 7/1
226 Install Upside Panel Embeds 6/29 Q 7/2 227 Install Other Embedded Systems 6/29 Q 7/2 ~228~
Ring Panel / Panel Check 7/2 ? 7/6 ~~22~9 Place and Finish Panel 7/7 0 7/8 230 Cure Time Prior
to Lift 7/9 ? 7/15 231 Strip Formwork and Clean 7/14 fj 7/15 232 Install Panel Braces 7/13 | 7/15
233 Panels #198 #212 and #310 #319 (Grou| 7/1 m 7/16 ~~234~ Layout and Snap Lines 7/1 | 7/1 235
Form Panels and Apply Bond Breaker 7/1 ? 7/6 236 Install Down Side Embeds 7/1 ? 7/6 237 Install
Panel Reinforcing Steel 7/1 ? 7/6 238 Install Lift Steel 7/2 g 7/6 239 Install Upside Panel Embeds
7/1 [Jj 7/7 240 Install Other Embedded Systems 7/1 ? 7/7 241 Ring Panel / Panel Check 7/6 o 7/7 242
 Place and Finish Panel 7/8 o 7/9 ~243 Cure Time Prior to Lift 7/12 Q 7/16 244 Strip Formwork and
Clean 7/15 fj 7/16 ~245~~ Install Panel Braces 7/14 fj 7/16 246 Panels #176 #197 and #280 #285
(Grot 7/1 » 7/19 247 Layout and Snap Lines 7/1 | 7/1 248~ Form Panels and Apply Bond Breaker 7/6
fj 7/8 249 Install Down Side Embeds 7/6 g 7/8 250 Install Panel Reinforcing Steel 7/6 g 7/8 251
Install Lift Steel 7/7 [] 7/8 252 Install Upside Panel Embeds 7/6 g 7/8 Page 6




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter l 3rd
Qyarter 14th Quarter 11 st Quarter 12nd Quart Mar I Apr | May T Jun \ Jul | Aug I Sep |  Oct [ Nov
 I Dec I Jan | Feb I Iviar I Apr | 253 Install Other Embedded Systems 7/6 0 7/8 254 Ring Panel /
Panel Check 7/8 | 7/9 255 Place and Finish Panel 7/9 | 7/12 256 Cure Time Prior to Lift 7/13 ? 7/19
257 Strip Form work and Clean 7/16 g] 7/19 258 Install Panel Braces 7/15 fj 7/19 259 Panel Erection
7/7 f ) 7/26 260 Column Line 17 thru 33 7/7 7/26 261 Crane Delivery and Assembly 7/9 Fj 7/12 262
Crane Access / Travel Prepared 7/7 g 7/8 263 Panel Erection 7/14 «p? 7/20 ~~264~~ Panel Group #1
7/14 | 7/14 ~265~~ Panel Group #2 7/15 | 7/15 ~~266~ Panel Group #3 7/16 Q 7/16 267 Panel Group #4
7/19 | 7/19 268 Panel Group #5 7/20 [ 7/20 269 Plumb, Line and Weld 7/14 ? 7/22 270 Grout Panel
Bottoms 7/19 LB 7/26 271 Building Concrete Area 49 thru 33 6/28 8/26 272 Interior Foundations 6/28
JPV 7/12 273 Column Line 49 to 45 (150,159 sf) 6/28 W 7/1 274 Verify Line and Grade 6/28 | 6/28 275
Layout and Excavation 6/28 | 6/29 276 Receive, Inventory and Store Anchor Bolt A ? 6/28 277 Install
Rebar 6/29 16/29 278 Install Bolts and Embeds 6/29 J 6/29 279 Place Foundations 6/30 | 6/30 280
Strip Forms and Clean Embeds 7/1 | 7/1 281 Column Line 45 to 41 (149,360 sf) 6/30 W 7/6 282 Layout
and Excavation 6/30 I 7/1 283 Receive, Inventory and Store Anchor Bolt A ? 6/30 284 Install Rebar
7/1 [ 7/1 285 Install Bolts and Embeds 7/1 | 7/1 286 Place Foundations 7/2 | 7/2 287 Strip Forms
and Clean Embeds 7/6 I 7/6 288 Column Line 41 to 37 (149,360 sf) 7/2 W 7/8 289 Layout and
Excavation 7/2 a 7/6 290 Receive, Inventory and Store Anchor Bolt A ? 7/2 ~~29~1 Install Rebar 7/6
| 7/6 292 Install Bolts and Embeds 7/6 | 7/6 ¦ 293 Place Foundations 7/7 | 7/7 294 Strip Forms
and Clean Embeds 7/8 j 7/8 Page 7




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 4th Quarter 1st Quarter 2nd Quart MarJJ Apr [ May I Jun I Jul [ Aug I Sep I Oct I ~Nov |
Dec | Jan T Feb I Mar | Apr 1 295 Column Line 37 to 33 (149,413 sf) 7/7 W 7/12 296  Layout and
Excavation 7/7 g 7/8 297 Receive, Inventory and Store Anchor Bolt A + 7/7 298 Install Rebar 7/8
j 7/8 299 Install Bolts and Embeds 7/8 [ 7/8 30T~~ Place Foundations 7/9 | 7/9 301 Strip Forms
and Clean Embeds 7/12 [ 7/12 302 Interior and Perimeter/Panel Foundations 7/9  » 8/9 303 Column
Line 49 to 45 (150,159 sf) 7/9 7/29 304~ Layout and Excavate 7/9 g 7/14 305 Receive, Inventory and
Store Anchor Bolt A + 7/9 306 Install Rebar 7/12 g 7/15 307 Install Bolts and Embeds 7/15 g 7/16
308 Place Foundations 7/19 g 7/21 309~~ Strip Forms and Clean Embeds 7/20 g 7/21 ~3lo"~ Install
Erection Pads 7/20 g 7/22 311 Cure Time Prior to Loading 7/23 gg 7/29 3~12 Column Line 45 to 41
(149,360 sf) 7/15 > 8/3 313 Layout and Excavate 7/15 g 7/16 314 Receive, Inventory and Store
Anchor Bolt A + 7/15 3l5~ Install Rebar 7/16 ffl 7/19 ~3~ilT Install Bolts and Embeds 7/19 I
7/19 317 Place Foundations 7/22 g 7/23 318 Strip Forms and Clean Embeds 7/26 | 7/26 ~3V3~ Install
Erection Pads 7/26 g 7/27 320 Cure Time Prior to Loading 7/28 EB 8/3 32l""~ Column Line 41 to
37 (149,360 sf) 7/19 < 8/5 322 Layout and Excavate 7/19 0 7/20 323 Receive, Inventory and Store
Anchor Bolt A ? 7/19 324 Install Rebar 7/20 fl 7/21 ~32lT Install Bolts and Embeds 7/21 | 7/21
326 Place Foundations 7/26 g 7/27 327 Strip Forms and Clean Embeds 7/28 | 7/28 328 Install Erection
Pads 7/28 g 7/29 329 Cure Time Prior to Loading 7/30 (FJ 8/5 330 Column Line 37 to 33 (149,413 sf)
7/21 8/9 ~3~3~1 Layout and Excavate 7/21 g 7/22 332 Receive, Inventory and Store Anchor Bolt A ?
7/21 333 Install Rebar 7/22 J 7/23 334 Install Bolts and Embeds 7/23 I 7/23 335 Place Foundations
7/28 g 7/29 336~~ Strip Forms and Clean Embeds 7/29 ] 7/29 Page 8




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID Task Name 12nd Quarter 13rd
Quarter 14th Quarter 11st Quarter 12nd Quart MaT | Apr 1 May I Jun I Jul T Aug I Sep I Oct I Nov |
Dec | Jan I Feb I Mar I Apr I 337 Install Erection Pads 7/30 E 8/2 338 Cure Time Prior to Loading
8/3 0 8/9 339 Slab on Grade 7/1 8/11 340 Confirm Backfills Approved + 7/1 341 Panel Casting Slab
Area #1 (+/ 65,000 sf) 7/7 « 7/20 342 Fine Grade and Prep 7/7 rj 7/9 343 Install Edge Form 7/8 |
7/9 344 Place Reinforcing Steel / Dowels 7/8 Q 7/12 345 Place and Finish Slab 7/9 g 7/13 346 Wet
Cure 7/13 ? 7/20  347 Panel Casting Slab Area #2 (+/ 65,000 sf) 7/9 7/22 348 Fine Grade and Prep
7/9 g 7/13 349 Install Edge Form 7/12 | 7/13 350 Place Reinforcing Steel / Dowels 7/12 Q 7/14
~~35T~ Place and Finish Slab 7/13 Q 7/15 352 Wet Cure 7/15 ? 7/22 353 Panel Casting Slab Area #3
(+/ 65,000 sf) 7/13 <p 7/26 354""' Fine Grade and Prep 7/13 0 7/15 355""' Install Edge Form
7/14 | 7/15 356 Place Reinforcing Steel / Dowels 7/14 g 7/16 357 Place and Finish Slab 7/15 |
7/19 358 Wet Cure 7/19 EH 726 ~~359 Panel Casting Slab Area #4 (+/ 65,000 sf) 7/15 7/28 360 Fine
Grade and Prep 7/15 FJ 7/19 361 Install Edge Form 7/16 fl 7/19 362 Place Reinforcing Steel / Dowels
7/16 [TJ 7/20 363 Place and Finish Slab 7/19 g 7/21 364~ Wet Cure 7/21 H 7/28 365 Panel Casting
Slab Area #5 (+/ 65,000 sf) 7/19 7/30 366 Fine Grade and Prep 7/19 Q 7/21 367 Install Edge Form
7/20 | 7/21 368 Place Reinforcing Steel / Dowels 7/20 g 7/22 369 Place and Finish Slab 7/21 | 7/23
370 Wet Cure 7/23 Efl 7/30 ~377~ Interior Slab Area #6 (+/ 65,000 sf) 7/21 8/3 372~ Fine Grade
and Prep 7/21 1 7/23 373 Install Edge Form 7/22 | 7/23 ~374 Place Reinforcing Steel / Dowels
7/22 g 7/26 375 Place and Finish Slab 7/23 rj 7/27 376 Wet Cure 7/27 F£| 8/3 ¦ 377~ Interior
Slab Area #7 (+/ 65,000 sf) 7/23  8/5 378 Fine Grade and Prep 7/23 a 7/27 Page 9




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12nd Quarter 13rd
Quarter 14th Quarter 1st Quarter 12nd Quart Mar I Apr 1 May~~T Jun Jul I Auq I Sep 1 Oct I Nov I
Dec 1 Jan I Feb I Mar I Apr 379 Install Edge Form 7/26 | 7/27 380 Place and Finish Slab 7/27 Q 7/29
381 Wet Cure 7/29 g 8/5 382 Interior Slab Area #8 (+/ 65,000 sf) 7/27 * 8/9 383 Fine Grade and Prep
7/27 g 7/29 384 Install Edge Form 7/28 I 7/29 385 Place and Finish Slab 7/29 g 8/2 386 Wet Cure
8/2 0 8/9 ~387~ Interior Slab Area #9 (+/ 65,000 sf) 7/29 8/11 ~388~~ Fine Grade and Prep 7/29 B
8/2 389 Install Edge Form 7/30 fj 8/2 390 Place and Finish Slab 8/2 g 8/4 391 Wet Cure 8/4 rj 8/11
392 Panels 7/20 8/26 393 ~ Panels and Reinforcing Steel 7/20  8/16 ~394~~ Panels #73 #114 and #128
#130 (Group 7/20 1 8/5 ~395~~ Layout and Snap Lines 7/20 | 7/21 396 Form Panels and Apply Bond
Breaker 7/20 0 7/23 397 Install Down Side Embeds 7/20 g 7/23 398 Install Panel Reinforcing Steel
7/20 Q 7/23 ~~399~~ Install Lift Steel 7/21 g 7/23 400 Install Upside Panel Embeds 7/20 ? 7/26 401
Install Other Embedded Systems 7/20 ? 7/26 402 Ring Panel / Panel Check 7/23 Q 7/27 ~Td3~ Place and
Finish Panel 7/27 g 7/29 ~404~ Cure Time Prior to Lift 7/29 ? 8/5 405 Strip Formwork and Clean 8/3
g 8/5 ~~4~0~6~~ Install Panel Braces 8/2 | 8/5 407 Panels #115 #127 and #146 #157 (Grou 7/22 8/9
408 Layout and Snap Lines 7/22 5 7/23 409 Form Panels and Apply Bond Breaker 7/22 g 7/27 410
Install Down Side Embeds 7/22 q 7/27 4T1 Install Panel Reinforcing Steel 7/22 a 7/27 412  Install
Lift Steel 7/23 g 7/27 ~~413~~ Install Upside Panel Embeds 7/22 FJ 7/28 414 Install Other Embedded
Systems 7/22 g 7/28 415 Ring Panel / Panel Check 7/27 fl 7/29 416 Place and Finish Panel 7/29 | 8/2
417~ Cure Time Prior to Lift 8/2 rfl 8/9 418 Strip Formwork and Clean 8/5 fl 8/9 4T9 Install
Panel Braces 8/4 g 8/9 420 Panels #83 #92 and #131 #145 (Group * 7/28 8/13 Page 10




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12nd Quarter 3rd
Quarter 14th Quarter [1st Quarter |2nd QyM Mar I Apr I May ~] Jun I Jul I Aug I Sep I Oct [ Nov I
Dec I Jan I Feb I Mar | Apr f~ 421 Layout andSnap Lines  7/28 j 7/29 422~~ Form Panels and Apply
Bond Breaker 7/28 g 8/2 423 Install Down Side Embeds 7/28 g 8/2 424 Install Panel Reinforcing Steel
7/28 g 8/2 425 Install Lift Steel 7/29 g 8/2 426 Install Upside Panel Embeds 7/28 e 8/3 427 Install
Other Embedded Systems 7/28 [g 8/3 428 Ring Panel / Panel Check 8/2 | 8/4 429 Place and Finish
Panel 8/4 | 8/6 430 Cure Time Prior to Lift 8/6 gg 8/13 431 Strip Formwork and Clean 8/11 | 8/13
432 Install Panel Braces 8/10 g 8/13 433 Panels #75 #82 and #158 #175 (Group t 7/30 * 8/16 434
Layout and Snap Lines 7/30 g 8/2 435 Form Panels and Apply Bond Breaker 7/30 p 8/4 436 Install Down
Side Embeds 7/30 Fj 8/4 437 Install Panel Reinforcing Steel 7/30 g 8/4 438 Install Lift Steel 8/2 g
8/4 439 Install Upside Panel Embeds 7/30 g 8/5 440 Install Other Embedded Systems 7/30 Q 8/5 441
Ring Panel / Panel Check 8/3 g 8/5 442 Place and Finish Panel 8/5 g 8/9 ~ 443 ~ Cure Time Prior to
Lift 8/9 ffl 8/16 444 Strip Formwork and Clean 8/12 g 8/16 445 Install Panel Braces 8/11 E 8/16 446
Panel Erection 8/2 8/26 ~447 Column Line 33 thru 49 8/2 8/26 448 Crane Delivery and Assembly 8/4 |
8/6 ~449~~ Crane Access /Travel Prepared 8/2 fl 8/4 450 Panel Erection 8/13 8/19 451 Panel Group
#1 8/13 rj 8/16 452 Panel Group #2 8/16 18/17 453 ~ Panel Group #3 8/17)8/18 454 Panel Group #4
8/18 | 8/19 455 Plumb, Line and Weld 8/13 ? 8/24 456 Grout Panel Bottoms 8/18 gg 8/26 457 Building
Concrete Area 17 thru 1 7/26 my 10/5 ~~45lT~ Interior Foundations 7/26 8/9 459 Column Line 17 to 13
(149,413 sf) 7/26 «* 7/30 ~460 Verify Line and Grade 7/26 | 7/27 461 Layout and Excavation 7/26 g
7/28 462 Receive, Inventory and Store Anchor Bolt A + 7/26 Page 11




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j J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW
LOGISTICS I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd
Quarter J 3rd Q uarter 14th Quarter 11st Quarter 12nd Quart Mar I Apr | May I Jun I Jul [ Auq I Sep
I Oct I Nov | Dec~T Jan I Feb~T Mar I AprT~ 463 Install Rebar 7/27 [ 7/28 ~~464~ Install Bolts and
Embeds 7/27 [ 7/28 465 Place Foundations 7/28 J 7/29 466 Strip Forms and Clean Embeds 7/29 | 7/30
467~~ Column Line 13 to 9 (149,360 sf) 7/28 8/3 468 Layout and Excavation 7/28 Q 7/30 469 Receive,
Inventory and Store Anchor Bolt A + 7/28 470 Install Rebar 7/29 | 7/30 471  Install Bolts and
Embeds 7/29 | 7/30 472 Place Foundations 7/30 rj 8/2 473 Strip Forms and Clean Embeds 8/2 j 8/3
474 Column Line 9 to 5 (149,360 sf) 7/30 ** 8/5 475 Layout and Excavation 7/30 ? 8/3 476 Receive,
Inventory and Store Anchor Bolt A + 7/30 ~477~ Install Rebar 8/2 | 8/3 478 Install Bolts and
Embeds 8/2 j 8/3 479 Place Foundations 8/3 | 8/4 480 Strip Forms and Clean Embeds 8/4 | 8/5 481
Column Line 5 to 1 (153,425 sf) 8/3 WW 8/9 482 Layout and Excavation 8/3 fj 8/5 483 Receive,
Inventory and Store Anchor Bolt A ? 8/3 ~484~~ Install Rebar 8/4 I 8/5 ~485~ Install Bolts and
Embeds 8/4 | 8/5 486 Place Foundations 8/5 | 8/6 487 Strip Forms and Clean Embeds 8/6 a 8/9 488
Interior and Perimeter / Panel Foundations 8/4 9/8 489 Column Line 17 to 13 (149,413 sf) 8/4 8/16
490 Layout and Excavate 8/5 g 8/9 491 Receive, Inventory and Store Anchor Bolt A + 8/5 ~T92~
Install Rebar 8/4 g 8/6 493 Install Bolts and Embeds 8/5 | 8/6 494 Place Foundations 8/6 [I] 8/10
495 Strip Forms and Clean Embeds 8/6 g 8/9 ~496~~ Install Erection Pads 8/5 g 8/9 497 Cure Time
Prior to Loading 8/9 FTj 8/16 ~498~ Column Line 13 to 9 (149,360 sf) 8/9 8/25 499 Layout and
Excavate 8/9 Q 8/11 500 Receive, Inventory and Store Anchor Bolt A + 8/9 501 Install Rebar 8/10 |
8/12 502 Install Bolts and Embeds 8/11 J 8/12 503 Place Foundations 8/12 Q 8/16 504 Strip Forms and
Clean Embeds 8/16 | 8/17 Page 12




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name I 12nd Quarter 13rd
Quarter 14th Quarter 11 st Quarter |2ndQjjart Mar I Apr I May I Jun Jul I ~Aug I Sep I Oct I Nov [
Dec \ Jan I Feb 1 Mar I Apr 505 install Erection Pads 8/16 1 8/18 506 Cure Time Prior to Loading
8/18 g 8/25 507 Column Line 9 to 5 (149,360 sf) 8/11 8/27 508 Layout and Excavate 8/11 g 8/13 509
Receive, Inventory and Store Anchor Bolt A 8/11  510 Install Rebar 8/12 Q 8/16 511 Install Bolts
and Embeds 8/13 g 8/16 ~512"~ Place Foundations 8/16 [ 8/18 5?3 Strip Forms and Clean Embeds 8/18
| 8/19 514 Install Erection Pads 8/18 g 8/20 515 Cure Time Prior to Loading 8/20 Q 8/27 516 Column
Line 5 to 1 (153,425 sf) 8/13 9/8 517 Layout and Excavate 8/13 rj 8/19 518 Receive, Inventory and
Store Anchor Bolt A 4 8/13 5T9~~ Install Rebar 8/16 g 8/20 526~~ Install Bolts and Embeds 8/19
| 8/23 521 Place Foundations 8/23 g 8/26 522 Strip Forms and Clean Embeds 8/24 [] 8/26 523
Install Erection Pads 8/24 | 8/27 524 Cure Time Prior to Loading 8/27 cp 9/8 525 Slab on Grade
7/30 9/13 526 Confirm Backfills Approved ? 7/30 527 Panel Casting Slab Area #1 (+/ 65,000 sf) 8/3
8/16 528 Fine Grade and Prep 8/3 g 8/5 529 Install Edge Form 8/4 | 8/5 ~~530~ Place
Reinforcing Steel / Dowels 8/4 g 8/6 53? Place and Finish Slab 8/5 Q 8/9 532 Wet Cure 8/9 03
8/16 533 Panel Casting Slab Area #2 (+/ 65,000 sf) 8/5 8/18 534 Fine Grade and Prep 8/5 fj
8/9 535 Install Edge Form 8/6 g 8/9 536 Place Reinforcing Steel / Dowels 8/6 rj 8/10 537 Place
and Finish Slab 8/9 | 8/11 538 Wet Cure 8/11 Q 8/18 539 Panel Casting Slab Area #3 (+/ 65,000
sf) 8/9 «¦*) 8/20 5~4~0  Fine Grade and Prep 8/9 g 8/11 541 Install Edge Form 8/10 | 8/11 542
Place Reinforcing Steel / Dowels 8/10 g 8/12 543 Place and Finish Slab 8/11 3 8/13 544 Wet Cure
8/13 H3 8/20 545 Panel Casting Slab Area #4 (+/ 65,000 sf) 8/12 8/25 546"' Fine Grade and Prep
8/12 g 8/16 Page 13




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name I 12nd Quarter
13rd Quarter 4t h Quarter lj st Q uarter JldjOuart Mar I Apr I May I Jun | Jul I Aug [ !>ep I
Oct I Nov I Dec I Jan I Feb I Mar I Apr T 547 Install Edge Form 8/13 0 8/16 548 Place Reinforcing
Steel / Dowels 8/13 Q 8/17 549 Place and Finish Slab 8/16 | 8/18 550 Wet Cure 8/18 gg 8/25 551
Panel Casting Slab Area #5 (+/ 65,000 sf) 8/16 9 8/27 552 Fine Grade and Prep 8/16 0 8/18 553
Install Edge Form 8/17 | 8/18 554 Place Reinforcing Steel / Dowels 8/17 Q 8/19 555 Place and Finish
Slab 8/18 Q 8/20 556 Wet Cure 8/20 ? 8/27 ~557"~ Interior Slab Area #6 (+/ 65,000 sf) 8/18 * 9/2
558 Fine Grade and Prep 8/18 g 8/20 559 Install Edge Form 8/19 1 8/20 560 Place Reinforcing
Steel / Dowels 8/19 fj 8/23 561 Place and Finish Slab 8/20 g 8/24 562 Wet Cure 8/24 JFJj 9/2 563
Interior Slab Area #7 (+/ 65,000 sf) 8/20 4 9/7 564""' Fine Grade and Prep 8/20 Q 8/24 565
Install Edge Form 8/23 J 8/24 566 Place and Finish Slab 8/24 ] 8/26 ~567~ Wet Cure 8/26 FJ H 9/7
568 Interior Slab Area #8 (+/ 65,000 sf) 8/24 9/9 569 Fine Grade and Prep 8/24 g 8/26 570
Install Edge Form 8/25 | 8/26 571 Place and Finish Slab 8/26 Q 8/30 572 Wet Cure 8/30 r EB 9/9
573 Interior Slab Area #9 (+/ 65,000 sf) 8/26 9/13 574 Fine Grade and Prep 8/26 FJ 8/30 575
Install Edge Form 8/27 g 8/30 576 Place and Finish Slab 8/30 g 9/3 577 Wet Cure 9/3 B 9/13 578
Panels 8/16 10/5 579 Panels and Reinforcing Steel 8/16 9/24 580 Panels #14 #38 (Group #1 25
Panels) 8/16 9/3 581 Layout and Snap Lines 8/16 | 8/17 582 Form Panels and Apply Bond Breaker 8/16
| 8/19 583""' Install Down Side Embeds 8/16 B 8/19 584 Install Panel Reinforcing Steel 8/16 fj
8/19 585 Install Lift Steel 8/17 | 8/19 586 Install Upside Panel Embeds 8/16 Q 8/20 587 Install
Other Embedded Systems 8/16 Q 8/20 588 Ring Panel / Panel Check 8/19 ffl 8/23 Page 14




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##### 



J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter l 4th Qua rter 1st Quartex 1 2nd Quart Mar~1 Apr | May I Jun Jul Aug Sep Oct Nov Dec Jan
Feb Mar Apr 589 Place and Finish Panel 8/23 D 8/25 ~590 Cure Time Prior to Lift 8/25 EFJ 9/3 591
Strip Formwork and Clean 8/30 g 9/3 592 Install Panel Braces 8/27 03 9/3 593 Panels #1 #13 and #268
#279 (Group # 8/18 9/8 594 Layout and Snap Lines 8/18 | 8/19 595 Form Panels and Apply Bond Breaker
8/18 g 8/23 596 Install Down Side Embeds 8/18 rj 8/23 597 Install Panel Reinforcing Steel 8/18 g
8/23 ~598~ Install Lift Steel 8/19 ffl 8/23 599 Install Upside Panel Embeds 8/18 ffl 8/24 600
Install Other Embedded Systems 8/18 g] 8/24 60~1 Ring Panel / Panel Check 8/23 Q 8/25 602 Place and
Finish Panel 8/25 | 8/27 603 Cure Time Prior to Lift 8/27 r£g 9/8 604 Strip Formwork and Clean
9/3 FJ 9/8 605 Install Panel Braces 9/2 g 9/8 606 Panels #243 #267 (Group #3 25 Panels) 8/25 9/15
607 Layout and Snap Lines 8/25 | 8/26 608 Form Panels and Apply Bond Breaker 8/25 Q 8/30 609""'
Install Down Side Embeds 8/25 Fj 8/30 ~6To~~~ Install Panel Reinforcing Steel 8/25 g 8/30 611
Install Lift Steel 8/26 g 8/30 612 Install Upside Panel Embeds 8/25 gg 9/2 613 Install Other
Embedded Systems 8/25 CD 9/2 614 Ring Panel / Panel Check 8/30 0 9/3 615 Place and Finish Panel 9/3
g 9/8 616 Cure Time Prior to Lift 9/8 ffl 9/15 ~617 Strip Formwork and Clean 9/13 g 9/15 ~~6T8
Install Panel Braces 9/10 E 9/15 619 Panels #213 #342 (Group #4 32 Panels) 8/27 9/24 620
Layout and Snap Lines 8/27 rj 8/30 621 Form Panels and Apply Bond Breaker 8/27 Q 9/8 622
Install Down Side Embeds 9/2 ? 9/10 623""' Install Panel Reinforcing Steel 9/7 ? 9/14 ~6~24~
Install Lift Steel 9/10 Q 9/14 625 Install Upside Panel Embeds 9/9 g 9/15 626"' Install Other
Embedded Systems 9/9 ? 9/15 627 Ring Panel / Panel Check 9/13 | 9/15 628 Place and Finish Panel
9/15 | 9/17 629 Cure Time Prior to Lift 9/17 @ 9/24 630 Strip Formwork and Clean 9/22 o 9/24 Page 15




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter ~
13rd Quarter 14th Quarter 11 st Quarter 12nd Quart Mar I Apr I May I Jun I Jul T~~Aug I Sep I Oct I
Nov I Dec I Jan | Feb I Mar I Apr I 631 Install Panel Braces 9/21 rj 9/24 632 Panel Erection 9/10 
p 10/5 633 Column Line 1 thru 17 9/10  p 10/5 634 Crane Delivery and Assembly 9/14 g 9/16 635
Crane Access / Travel Prepared 9/10 m 9/14 636 Panel Erection 9/17 (f 9/28 637 Panel Group #1 9/17
g 9/20 638 Panel Group #2 9/20 | 9/21 ~~639~ Panel Group #3 9/21 I 9/22 ~64b"~ Panel Group #4
9/24 | 9/28 641 Plumb, Line and Weld 9/22 ? 10/1 ~~642~ Grout Panel Bottoms 9/27 gg 10/5 643
STRUCTURAL STEEL 6/28  10/11 ~~644~ Structural Steel Area 33 thru 17 6/28  7/30 645 Level Base
Plate Setting Nuts 6/28 rj 6/29 646 Slab on Grade In Place for Delivery * 6/30 647 Deliver, Shake
Out and Spread Steel 7/2 rj 7/6 648 Panel Erection Complete ? 7/22 649~ Brace Frame Column Line 25
7/2 7/9 650 Erect Wide Flange Columns, Beams and Chevrc 7/2 [JJ 7/8 651 Plumb, Line, Weld and
Temporary Brace 7/9 | 7/9 652 Column Line 33 to 29 (149,413 sf) 7/7 7/26 653 Erect Inboard
Interior Columns 7/7 Q 7/9 654 Erect Perimeter Columns 7/23 [ 7/23 655 Plumb, Line, Weld and
Certifications 7/26 | 7/26 656 Column Line 29 to 25 (149,360 sf) 7/12 7/28 657 Erect Inboard
Interior Columns 7/12 ? 7/14 658 Erect Perimeter Columns and Remaining Brace 7/26 0 7/27 659 Plumb,
Line, Weld and Certifications 7/28 | 7/28 660 Column Line 25 to 21 (149,360 Sf) 7/15 7/29 661
Erect Inboard Interior Columns 7/15 rj 7/19 662 Erect Perimeter Columns 7/28 | 7/28 663~ Plumb,
Line, Weld and Certifications 7/29 ( 7/29 ~664 Column Line 21 to 17 (149,413 sf) 7/20 7/30 665
Erect Inboard Interior Columns 7/20 ? 7/22 ~666~ Erect Perimeter Columns 7/29 I 7/29 667 Plumb,
Line, Weld and Certifications 7/30 | 7/30 ~~6~68~~ Structural Steel Area 49 thru 33 7/27 9/3
669~ Level Base Plate Setting Nuts 7/27 | 7/28 670 Slab on Grade In Place for Delivery ? 7/30
671 Deliver, Shake Out and Spread Steel 7/30 g 8/3 672 Panel Erection Complete ? 8/24 Page 16




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 4thi Quarter 1st Quarter 2nd Quart Mar | Apr [ May I Jun I Jul I Aug I Sep ~| Oct I Nov I
Del: \ Jan T Feb I Mar I )r 673 Brace Frame Column Line 41 7/29 W 8/4 674 Erect Wide Flange
Columns, Beams and Chevrc 7/29 |f] 8/3 675 Plumb, Line, Weld and Temporary Brace 8/4 | 8/4 676
Column Line 49 to 45 (150,159 sf) 8/6 8/30 677 Erect Inboard Interior Columns 8/6 g 8/11 678 Erect
Perimeter Columns and Remaining Brace 8/25 [] 8/27 679 Plumb, Line, Weld and Certifications 8/27 B
8/30 680 Column Line 45 to 41 (149,360 sf) 8/3 8/26 681 Erect Inboard Interior Columns 8/3 [] 8/6
682 Erect Perimeter Columns 8/24 | 8/25 683 Plumb, Line, Weld and Certifications 8/25 j 8/26
684 Column Line 41 to 37 (149,360 sf) 8/11 <r 9/2 685 Erect Inboard Interior Columns 8/11 D 8/16
1T8~6"~ Erect Perimeter Columns 8/27 g 8/30 687""' Plumb, Line, Weld and Certifications 8/30 g 9/2
"~688~ Column Line 37 to 33 (149,413 sf) 8/16 1 9/3 689 Erect Inboard Interior Columns 8/16 g 8/19
6~90"~ Erect Perimeter Columns 8/30 fj 9/2 691 Plumb, Line, Weld and Certifications 9/2 I 9/3
692~ Structural Steel Area 17 thru 1 8/23 10/11 ~~693~ Level Base Plate Setting Nuts 8/23 0 8/25
694 Slab on Grade In Place for Delivery ? 8/27 695 Deliver, Shake Out and Spread Steel 8/27 H 9/2
696 Panel Erection Complete ? 10/1 697 Brace Frame Column Line 9 8/25 9/3 698 Erect Wide Flange
Columns, Beams and Chevrc 8/25 EB 9/2 699 Plumb, Line, Weld and Temporary Brace 9/2 I 9/3 700
Column Line 17 to 13 (149,413 sf) 9/2 10/5 ~7u1 Erect Inboard Interior Columns 9/2 Q 9/8 702 Erect
Perimeter Columns 10/10 10/4 ~703~ Plumb, Line, Weld and Certifications 10/4 | 10/5 ~7bT~ Column
Line 13 to 9 (149,360 sf) 9/8 10/7 705 Erect Inboard Interior Columns 9/8 g 9/13 706 Erect
Perimeter Columns and Remaining Brace 10/4 g 10/6 707 Plumb, Line, Weld and Certifications 10/6 J
10/7 708 Column Line 9 to 5 (149,360 sf) 9/13  10/8 709 Erect Inboard Interior Columns 9/13 Q
9/16 710 Erect Perimeter Columns 10/6 | 10/7 711 Plumb, Line, Weld and Certifications 10/7 | 10/8
Tf2~ Column Line 5 to 1 (153,425 sf) 9/16 10/11 713 Erect Inboard Interior Columns 9/16 g 9/21
714 Erect Perimeter Columns 10/7 | 10/8 1 1 Page 17




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##### 



J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter ~ 1st Quarter |2nd Quart Mar I Apr i May I Jun I JuT I Aug I Sep 1 Oct I Nov
Dec 1 Jan I Feb 1 Mar | Apr J 715 Plumb, Line, Weld and Certifications 10/8 jj 10/11 716 PANELIZED
ROOF 7/15 10/25 717 Panelized Roof Area 33 thru 17 7/15  8/12 718 Deliver, Shake Out and Spread
Joists / Sheathing 7/15 g 7/19 719 Set Up Panelized Tables 7/20 g 7/21 720 Column Line 33 to 29
(149,413 sf) 7/22 7/28 721 Erect Girders, Joists and Panelized Sheathing 7/22 g 7/26 ~722~ Nail
Roof Sheathing 7/26 g 7/27 723 Secure Nailing Inspection 7/28 | 7/28 724 Column Line 29 to 25
(149,360 sf) 7/29 ff 8/4 725 Erect Girders, Joists and Panelized Sheathing 7/29 ? 8/2 726 Nail Roof
Sheathing 8/2 g 8/3 727 Secure Nailing Inspection 8/4 [ 8/4 728 Roof System Approved For Roofing to
Brace Fra + 8/4 729 Column Line 25 to 21 (149,360 sf) 8/3 *V 8/9 730 Erect Girders, Joists and
Panelized Sheathing 8/3 0 8/5 781 Nail Roof Sheathing 8/5 Q 8/6  732 Secure Nailing Inspection
8/9 | 8/9 733 Column Line 21 to 17 (149,413 sf) 8/6 WW 8/12 734 Erect Girders, Joists and Panelized
Sheathing 8/6 Q 8/10 ~73~5"~ Nail Roof Sheathing 8/10 0 8/11 736 Secure Nailing Inspection 8/12 I
8/12 737 Roof System Approved For Roofing to Separatio ? 8/12 738 Panelized Roof Area 49 thru 33
8/17 9/20 739~ Deliver, Shake Out and Spread Joists / Sheathing 8/17 Q 8/20 740 Set Up Panelized
Tables 8/20 0 8/24 741 Column Line 49 to 45 (150,159 sf) 8/26 p 9/7 742 Erect Girders, Joists and
Panelized Sheathing 8/26 ? 9/2 743~~ Nail Roof Sheathing 8/30 0 9/3 744 Secure Nailing Inspection
9/3 fj 9/7 745 Column Line 45 to 41 (149,360 sf) 9/2 9/10 746 Erect Girders, Joists and Panelized
Sheathing 9/2 ? 9/8 747 Nail Roof Sheathing 9/7 0 9/9 748 Secure Nailing Inspection 9/9 J 9/10 749
Roof System Approved For Roofing to Brace Fra + 9/10 750~ Column Line 41 to 37 (149,360 sf) 9/8
9/15 751 Erect Girders, Joists and Panelized Sheathing 9/8 n 9/13 752 Nail Roof Sheathing 9/10 ?
9/14 753 Secure Nailing Inspection 9/14 1 9/15 754 Column Line 37 to 33 (149,413 sf) 9/13 9/20 755
Erect Girders, Joists and Panelized Sheathing 9/13 0 9/16 ~756~~ Nail Roof Sheathing 9/15 0 9/17 Page 18




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##### 



J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12ndLQuarteL l3rd
Q uarter 14th Quarter J 1st Quarter 12nd Quart Mar I Apr I May I Jun | Jul I Aug TSep I Oct I Nov I
Dec I Jan 1 Feb~T Mar I Apr T~ 757 Secure Nailing Inspection 9/17 g 9/20 758 Roof System Approved
For Roofing to Separatio + 9/20 759 Panelized Roof Area 17 thru 1 9/24  10/25 760~ Deliver, Shake
Out and Spread Joists / Sheathing 9/24 g 9/29  761 Set Up Panelized Tables 9/29 g 10/1 762 Column
Line 17 to 13 (149,413 sf) 10/5 10/12 763 Erect Girders, Joists and Panelized Sheathing 10/5 0 10/8
764 Nail Roof Sheathing 10/7 | 10/11 765 Secure Nailing Inspection 10/11 [ 10/12 766 Column Line
13 to 9 (149,360 sf) 10/8 10/15 767 Erect Girders, Joists and Panelized Sheathing 10/8 fj 10/13 768
Nail Roof Sheathing 10/12 | 10/14 769 Secure Nailing Inspection 10/14(10/15 770 Roof System
Approved For Roofing to Brace Frs + 10/15 ~771 Column Line 9 to 5 (149,360 sf) 10/13 10/20 772
Erect Girders, Joists and Panelized Sheathing 10/13 ? 10/18 ~~773 Nail Roof Sheathing 10/15 0 10/19
~~774~~ Secure Nailing Inspection 10/19 J 10/20 775 ~ Column Line 5 to 1 (153,425 sf) 10/18 10/25
~TW Erect Girders, Joists and Panelized Sheathing 10/18 Q 10/21 777 Nail Roof Sheathing 10/20 D
10/22 778 Secure Nailing Inspection 10/22 g 10/25 779 Roof System Approved For Roofing to Separatio
? 10/25 780 ROOF SYSTEMS 7/28  11/4 781 Roof Curbs / Roof Drains / Penetrations 7/28 10/27 782
Roof Curbs / Drains Area 33 thru 17 7/28 8/16 783 Column Line 33 to 29 (149,413 sf) 7/28 0 7/30
784 Column Line 29 to 25 (149,360 sf) 8/4 Q 8/6 785 Column Line 25 to 21 (149,360 sf) 8/9 0
8/11 ~78~6~~ Column Line 21 to 17 (149,413 sf) 8/12 ? 8/16 787 Roof Curbs / Drains Area 49 thru
33 9/3  9/22 ~78~8 Column Line 49 to 45 (150,159 sf) 9/3 Q 9/9 ~789 Column Line 45 to 41
(149,360 sf) 9/9 ? 9/14 790 Column Line 41 to 37 (149,360 sf) 9/14 0 9/17 791 Column Line 37 to 33
(149,413 sf) 9/17 ? 9/22 792 Roof Curbs / Drains Area 17 thru 1 10/11 10/27 j 793 Column Line 17 to
13 (149,413 sf) 10/11 0 10/14 794 Column Line 13 to 9 (149,360 sf) 10/14 Q 10/19 795 Column Line 9
to 5 (149,360 sf) 10/19 Q 10/22 :T9~6~ Column Line 5 to 1 (153,425 sf) 10/22 g 10/27 797
Membrane Roof System 7/30 11/1  798 Membrane Roof System Area 33 thru 17 7/30  8/19 Page 19




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##### 



J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name J 2ndJ2juarter
13rd Quarter l 4th Quarter R siQuarter 12ndQuart Mar [ Apr I May T Jun Jul I Aug I Sep I Oct I Nov
| Dec I Jan T Feb [ Mar I ApT 799 Pre Roof Meeting 7/30 | 7/30 800 Column Line 33 to 29 (149,413
sf) 8/2 8/6 801 Load Roofing Materials 8/2 0 8/3 ~~802~ Base and Two Ply 8/4 rj 8/5 ~~803~~~
Detail and Cap Sheet 8/5 0 8/6 ~~80~4~ Column Line 29 to 25 (149,360 sf) 8/4 WV 8/11 805 Load
Roofing Materials 8/4 [j 8/5 806 Base and Two Ply 8/9 Q 8/10 807 Detail and Cap Sheet 8/10 Q 8/11
808 Column Line 25 to 21 (149,360 sf) 8/6 p 8/16 809 ~ Load Roofing Materials 8/6 g 8/9 810
Base and Two Ply 8/12 0 8/13 ~&vT~ Detail and Cap Sheet 8/13 Q 8/16 812 Column Line 21 to 17
(149,413 sf) 8/10 W 8/19 ~873~ Load Roofing Materials 8/10 0 8/11 814 Base and Two Ply 8/17 Q
8/18 815 Detail and Cap Sheet 8/18 g 8/19 ~8T6~~ Membrane Roof System Area 49 thru 33 9/3 9/27 817
Pre Roof Meeting 9/3 | 9/7 818 Column Line 49 to 45 (150,159 sf) 9/7 *9/14 819 Load Roofing
Materials 9/7 [ 9/9 820 Base and Two Ply 9/9 Q 9/13 821 Detail and Cap Sheet 9/10 Q 9/14 822
Column Line 45 to 41 (149,360 sf) 9/9 9/17 823 Load Roofing Materials 9/9 a 9/13 824 Base and
Two Ply 9/14 Q 9/16 825 Detail and Cap Sheet 9/15 Q 9/17 826 Column Line 41 to 37 (149,360 sf)
9/13  9/22 827 Load Roofing Materials 9/13 0 9/15 828 Base and Two Ply 9/17 Q 9/21 829 Detail
and Cap Sheet 9/20 g 9/22 830 Column Line 37 to 33 (149,413 sf) 9/15 i 9/27 831 Load Roofing
Materials 9/15 1 9/17 832 Base and Two Ply 9/22 0 9/24 833 Detail and Cap Sheet 9/23 Q 9/27 834
Membrane Roof System Area 17 thru 1 10/11 11 /1 835 Pre Roof Meeting 10/11 J 10/12 836 Column
Line 17 to 13 (149,413 sf) 10/12 10/19 837 Load Roofing Materials 10/12 | 10/14 ~838 Base
and Two Ply 10/14 0 10/18 ~839"~ Detail and Cap Sheet 10/15 ? 10/19 840 Column Line 13 to 9
(149,360 sf) 10/14 10/22 Page 20




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter, 3rd
Quarter 14th Quarter |JsLQuarter 12nd Quart Mar I Apr I May I Jun I Jul I Aug I Sep I 6ct I Nov I
Dec | Jan I Feb I Mar I Apr 841 Load Roofing Materials 10/14 Q] 10/18 842 Base and Two Ply 10/19 |
10/21 ~~843~ Detail and Cap Sheet 10/20 | 10/22 844 Column Line 9 to 5 (149,360 sf) 10/18 10/27
845 Load Roofing Materials 10/18 g 10/20 ~846"~ Base and Two Ply 10/22 | 10/26 847 Detail and Cap
Sheet 10/25 g 10/27 848 Column Line 5 to 1 (153,425 sf) 10/20 11/1 849 Load Roofing Materials
10/20 fl 10/22 850 Base and Two Ply 10/27 g 10/29 ~85T Detail and Cap Sheet 10/28 n 11/1 852
Finish Roof Accessories and Sheet Metal 8/9   « 11/4 853 Roof Accessories and Sheet Metal Area
33 thru 1 8/9 p 8/24 854 Column Line 33 to 29 (149,413 sf) 8/9 Q 8/11 855 Column Line 29 to 25
(149,360 sf) 8/12 ? 8/16 856 Column Line 25 to 21 (149,360 sf) 8/17 g 8/19 857 Column Line 21 to
17 (149,413 sf) 8/20 |J 8/24 858 Roof Accessories and Sheet Metal Area 49 thru ; 9/14 9/30 859
Column Line 49 to 45 (150,159 sf) 9/14 rj 9/17 860 Column Line 45 to 41 (149,360 sf) 9/17 ? 9/22
861 Column Line 41 to 37 (149,360 sf) 9/22 Q 9/27 862 Column Line 37 to 33 (149,413 sf) 9/27
rj 9/30 863 Roof Accessories and Sheet Metal Area 17 thru 1 10/19 11/4 864 Column Line 17 to 13
(149,413 sf) 10/19 Q 10/22 865 Column Line 13 to 9 (149,360 sf) 10/22 ? 10/27 ~866 Column Line 9
to 5 (149,360 sf) 10/27 rj 11/1 867 Column Line 5 to 1 (153,425 sf) 11/10 11/4 868 Roof System
Watertight 8/24  11/4 ~869 Roof Systems Watertight Area 33 thru 17 * 8/24 870 Roof Systems
Watertight Area 49 thru 33 4 9/30 871 Roof Systems Watertight Area 17 thru 1 4 11/4 872 EXTERIOR
FINISH SYSTEMS 7/30  12/15 873 Sack and Patch 7/30 J  11/4 874 Sack and Patch Area 33 thru 17
7/30 8/13 875 Column Line 33 to 29 (149,413 sf) 7/30 |~~| 8/9 876 Column Line 29 to 25 (149,360 sf)
8/10 g 8/13 877 Column Line 33 to 29 (149,413 sf) 7/30 m 8/9 878 Column Line 29 to 25 (149,360 sf)
8/10 0 8/13 879 Column Line 25 to 21 (149,360 sf) 8/16 0 8/19 880 Column Line 21 to 17 (149,413 sf)
8/20 n 8/30 881 Sack and Patch Area 49 thru 33 9/2  9/30 882 Column Line 49 to 45 (150,159 sf) 9/2
r~l 9/14 Page 21




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##### 



J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12nd Quarter 3rd
Quarter 14th Quarter 11st Quarter 12nd Quart Mar I Apr I May I Jun Jul I Auq T Sep I Oct I Nov |
Dec Pjan | Feb 1 Mar 1 Apr \ 883 Column Line 45 to 41 (149,360 sf) 9/14 jp 9/20 884 Column Line 41
to 37 (149,360 sf) 9/20 R 9/24 885 Column Line 37 to 33 (149,413 sf) 9/24 g 9/30 886 Sack and
Patch Area 17 thru 1 10/8 11 /4 887 Column Line 17 to 13 (149,413 sf) 10/8 g 10/14 888 Column
Line 13 to 9 (149,360 sf) 10/14 rfl 10/20 889 Column Line 9 to 5 (149,360 sf) 10/20 g 10/26 890
Column Line 5 to 1 (153,425 sf) 10/26 [Q 11/4 ~891 Overhead and Man Doors 8/10  11/12 892
Overhead and Man Doors Area 33 thru 17 8/10  9/9 893 Column Line 33 to 29 (149,413 sf) 8/10 ? 8/16
894 Column Line 29 to 25 (149,360 sf) 8/17 ? 8/23 895 Column Line 25 to 21 (149,360 sf) 8/24 rj
8/30 896 Column Line 21 to 17 (149,413 sf) 9/2 ? 9/9 897 Overhead and Man Doors Area 49 thru 33
9/14 10/12 898 Column Line 49 to 45 (150,159 sf) 9/14 H 9/21 899 Column Line 45 to 41 (149,360 sf)
9/21 gg 9/28 900 Column Line 41 to 37 (149,360 sf) 9/28 Q 10/5 901 Column Line 37 to 33 (149,413
sf) 10/5 H 10/12 902 Overhead and Man Doors Area 17 thru 1 10/15 i 11/12 903 Column Line 17 to 13
(149,413 sf) 10/15 Q 10/22 904 Column Line 13 to 9 (149,360 sf) 10/22 gg 10/29 905 Column Line 9 to
5 (149,360 sf) 10/29 11/5 906 Column Line 5 to 1 (153,425 sf) 11/5 0 11/12 907 Window Features with
Framing, Skin System and Glaz 8/10   12/15 ~~908~ Window Systems Area 33 thru 17 8/10  9/16
909 Column Line 33 to 29 (149,413 sf) 8/10 | | | | I cm 9/16 910 Window Systems Area 49 thru 33
9/17 10/21 911 Column Line 49 to 45 (150,159 sf) 9/17 11 ||| I Ml 10/21 912 Window Systems Area 17
thru 1 11/2 12/15 913 Column Line 5 to 1 (153,425 sf) 11/2 I I I I I I I I I II 12/15 914 Caulking
and Prep 8/10 11/12 915 Caulking and Prep Area 33 thru 17 8/10  9/9 916 Column Line 33 to 29
(149,413 sf) 8/10 ? 8/16 917 Column Line 29 to 25 (149,360 sf) 8/17 g 8/19 918 Column Line 25 to 21
(149,360 sf) 8/20 g 8/24 919 Column Line 21 to 17 (149,413 sf) 9/2 ? 9/9 920 Caulking and Prep Area
49 thru 33 9/14 10/5 921 Column Line 49 to 45 (150,159 sf) 9/14 ? 9/22 922 Column Line 45 to 41
(149,360 sf) 9/22 a 9/27 923 Column Line 41 to 37 (149,360 sf) 9/27 [J 9/30 924 Column Line 37to 33
(149,413 sf) 9/30 a 10/5 Page 22




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##### 



J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 4th Quarter 1 st Quarter 2nd Quart Mar I Apr I May I Jun I Jul f Aug I Sep | Oct I Nov I
Dec 1 Jan I Feb T Mar | Apr 925 Caulking and Prep Area 17 thru i 10/14 11/12 926 Column Line 17 to
13 (149,413 sf) 10/14 jQ 10/19 927 Column Line 13 to 9 (149,360 sf) 10/20 Q 10/25 928 Column
Line 9 to 5 (149,360 sf) 10/26 g 10/29 929 Column Line 5 to 1 (153,425 sf) 11/4 gg 11/12 ~930~
Painting and Trim 8/17      12/9 ~~931 Painting and Trim Area 33 thru 17 8/17  P 9/16 932
Column Line 33 to 29 (149,413 sf) 8/17 ? 8/23 933 Column Line 29 to 25 (149,360 sf) 8/24 ? 8/30 934
Column Line 25 to 21 (149,360 sf) 9/2 ? 9/9 935 Column Line 21 to 17 (149,413 sf) 9/10 ? 9/16 936
Painting and Trim Area 49 thru 33 9/22 10/27 937 Column Line 49 to 45 (150,159 sf) 9/22 [ ] 10/6
938 Column Line 45 to 41 (149,360 sf) 10/6 Q 10/13 939 Column Line 41 to 37 (149,360 sf) 10/13 ?
10/20 940 Column Line 37 to 33 (149,413 sf) 10/20 ? 10/27 941 Painting and Trim Area 17 thru 1
10/27 12/9 942"' Column Line 17 to 13 (149,413 sf) 10/27 ? 11/3 ~~943~ Column Line 13 to 9
(149,360 sf) 11/3 n 1110 944 Column Line 9 to 5 (149,360 sf) 11/10 ? 11/17 945 Column Line 5 to
1 (153,425 sf) 11/17 I: 1 12/9 946 Exterior Skin Systems Watertight 9/16  M 2/9 947 Exterior
Systems Watertight Area 33 thru 17 ? 9/16 948 Exterior Systems Watertight Area 49 thru 33 ?
10/27 949 Exterior Systems Watertight Area 17 thru 1 ? 12/9 950 INTERIOR FINISH SYSTEMS 7/28 1/28
951 | Pour Strips and Block outs No Pits 7/28 11/8 952 Pour Strips and Block outs Area 33 thru 17
7/28 8/24 953 Column Line 33 to 29 (149,413 sf) 7/28 gg 8/3 954 Column Line 29 to 25 (149,360 sf)
8/4 g 8/10 955 Column Line 25 to 21 (149,360 sf) 8/11 H 8/17 956 Column Line 21 to 17 (149,413 sf)
8/18 rj] 8/24 957 Pour Strips and Block outs Area 49 thru 33 9/3  10/4 958 Column Line 49 to
45 (150,159 sf) 9/3 LJJ 9/13 959 Column Line 45 to 41 (149,360 sf) 9/13 ffl 9/20 960 Column Line 41
to 37 (149,360 sf) 9/20 gg 9/27 961 Column Line 37 to 33 (149,413 sf) 9/27 Q 10/4 962 Pour Strips
and Block outs Area 17 thru 1 10/11 11/8 963 Column Line 17 to 13 (149,413 sf) 10/11 rj 10/18
~964~ Column Line 13 to 9 (149,360 sf) 10/18 fg 10/25 965 Column Line 9 to 5 (149,360 sf) 10/25 EH
11/1 ~~966~ Column Line 5 to 1 (153,425 sf) 11/1 H 11/8 Page 23




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter | 4th Quarter 1st Quarter 12nd Quart Mar I Apr I Mav~ I Jun i Jul I Aug I Sep I Oct I Nov I
Dec [ Jan \ Feb I Mar [ Apr | 967 Overhead Distribution 7/28  ¦ ¦ ¦ ¦m  1/28 968 Fire Sprinklers
7/28 «   12/20 969 Fire Sprinklers and Risers Area 33 thru 17 7/28   9/13 970 Column Line 33
to 29 (149,413 sf) 7/28 EH 8/6 971 Column Line 29 to 25 (149,360 sf) 8/9 LB 8/18 972 Column Line 25
to 21 (149,360 sf) 8/19 fm 8/30 973 Column Line 21 to 17 (149,413 sf) 9/2 [ffj 9/13 974 Fire
Sprinklers and Risers Area 49 thru 33 9/14  10/27 975 Column Line 49 to 45 (150,159 sf) 9/14 Eg
9/23 ~976"~ Column Line 45 to 41 (149,360 sf) 9/24 nm 1Q/5 977 Column Line 41 to 37 (149,360 sf)
10/6 rJS 10/15 978 Column Line 37 to 33 (149,413 sf) 10/18 [g 10/27 979 Fire Sprinklers and Risers
Area 17 thru 1 10/28  12/20 980 Column Line 17 to 13 (149,413 sf) 10/28 EFJ3 11/8 981 Column Line
13 to 9 (149,360 sf) 11/9 0 11/18 ~982~ Column Line 9 to 5 (149,360 sf) 11/19 FFFFfl 12/8 983
Column Line 5 to 1 (153,425 sf) 12/9 [ffl 12/20 984 Exit Signs, Alarms and Other 8/6   11/15 985
Exit Signs, Alarms and Other Area 33 thru 1 8/6 *p 9/7 986 Column Line 33 to 29 (149,413 sf) 8/6
E 8/12 987 Column Line 29 to 25 (149,360 sf) 8/13 FJ 8/19 988 Column Line 25 to 21 (149,360 sf)
8/20 H 8/26 989 Column Line 21 to 17 (149,413 sf) 8/27 [fig 9/7 990 Exit Signs, Alarms and Other
Area 49 thru 3: 9/13 i 10/11 991 Column Line 49 to 45 (150,159 sf) 9/13 [Q 9/20 992 Column Line 45
to 41 (149,360 sf) 9/20 g 9/27 993 Column Line 41 to 37 (149,360 sf) 9/27 rfl 10/4 994"' Column
Line 37 to 33 (149,413 sf) 10/4 g 10/11 995 Exit Signs, Alarms and Other Area 17 thru 1 10/18 »¦
 11/15 996 Column Line 17 to 13 (149,413 sf) 10/18 E 10/25 997 Column Line 13 to 9 (149,360
sf) 10/25 11/1 998 Column Line 9 to 5 (149,360 sf) 11/1 Q 11/8 999 Column Line 5 to 1 (153,425
sf) 11/8 Ffl 11/15 Tooo Overhead Lighting and Power 8/6 i   1/17 1001 Overhead Lighting and Power
Area 33 thru 1 8/6 1 9/15 1002 Column Line 33 to 29 (149,413 sf) 8/6 [£g 8/16 1003 Column Line 29
to 25 (149,360 sf) 8/16 Q 8/24 ~Tb04~ Column Line 25 to 21 (149,360 sf) 8/24 [g 9/3 TdOET Column
Line 21 to 17 (149,413 sf) 9/7 EE 9/15 1006 Overhead Lighting and Power Area 49 thru : 9/16 P 11/10
1007 Column Line 49 to 45 (150,159 sf) 9/16 gg 9/29 ~Tod8~~ Column Line 45 to 41 (149,360 sf) 9/3
0j=FH1 10/13 Page 24




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter 11 st Quarter 12nd Quart Mar I Apr | May |~Jun Jul I Aug | Sep ~| Oct I Nov I
Dec \ Jan | Feb I Mar | Apr 1009 Column Line 41 to 37 (149,360 sf) 10/14 r 10/27 1010 Column Line
37 to 33 (149,413 sf) 10/28 EEE 11/10 1011 Overhead Lighting and Power Area 17 thru 1 11/11   
1/17 1012 Column Line 17 to 13 (149,413 sf) 11/11 FfTrTI 12/2 1013 Column Line 13 to 9 (149,360 sf)
12/3 m 12/16 1014 Column Line 9 to 5 (149,360 sf) 12/17 rTTTH 1/3 1015 Column Line 5 to 1 (153,425
sf) 1/4 FFFfl 1/17 1016 Floor Joint Filler / Re Saw 8/13 hb h m h h hm 1/25 ~1Q17~ Floor Joint
Filler / Re Saw Area 33 thru 17 8/13  9/17 ~ 1018 Column Line 33 to 29 (149,413 sf) 8/13 gg 8/19
1019 Column Line 29 to 25 (149,360 sf) 8/23 fj 8/27 1020 Column Line 25 to 21 (149,360 sf) 9/2 EB
9/9 1021 Column Line 21 to 17 (149,413 sf) 9/13 fj 9/17 1022 Floor Joint Filler / Re Saw Area 49
thru 33 9/30   11/18 1023 Column Line 49 to 45 (150,159 sf) 9/30 Eg 10/7 1024 Column Line 45 to
41 (149,360 sf) 10/14 H 10/21 1025 Column Line 41 to 37 (149,360 sf) 10/28 flg 11/4 1026 Column
Line 37 to 33 (149,413 sf) 11/11 11/18 1027 Floor Joint Filler /Re Saw Area 17 thru 1 12/3 i 1/25
1028 Column Line 17 to 13 (149,413 sf) 12/3 ?] 12/10 1029 Column Line 13 to 9 (149,360 sf) 12/17
FJS 12/27 Td30~ Column Line 9 to 5 (149,360 sf) 1/4 H 111 l03T~ Column Line 5 to 1 (153,425 sf)
1/18 BfJ 1/25 1032 Floor Cleaning and Sealer 8/19   1/28 ~Tb~3~3~ Floor Cleaning and Sealer Area
33 thru 17 8/19 9/20 ~T034~ Column Line 33 to 29 (149,413 sf) 8/19 FJ 8/23 1035 Column Line 29 to
25 (149,360 sf) 8/30 Q 9/3 1036 Column Line 25 to 21 (149,360 sf) 9/10 ffl 9/14 ~1037~ Column Line
21 to 17 (149,413 sf) 9/16 g 9/20 1038 Floor Cleaning and Sealer Area 49 thru 33 10/8 ¦ ¦ 11/23
1039 Column Line 49 to 45 (150,159 sf) 10/8 g 10/12 ~T©40~ Column Line 45 to 41 (149,360 sf) 10/22
rj 10/26 1041 Column Line 41 to 37 (149,360 sf) 11/5 Ffl 11/9 1042 Column Line 37 to 33 (149,413
sf) 11/19 0 11/23 1043 Floor Cleaning and Sealer Area 17 thru 1 12/13 1/28 1044 Column Line 17 to
13 (149,413 sf) 12/13 g 12/15 1045 Column Line 13 to 9 (149,360 sf) 12/28 | 12/30 1046 Column Line
9 to 5 (149,360 sf) 1/12 g 1/14 ,1047 Column Line 5 to 1 (153,425 sf) 1/26 D 1/28 1048 PROGRESSIVE
MILESTONES 9/16  3/18 1049 Progressive Inspection and Occupancy 9/16  3/18 1050 Progressive
Inspection and Occupancy Area 331 9/16 10/1 Page 25




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter J?rdJ3y
arter 4!h Quarter 1st Quarter |2nd Quart Mar I Apr I May I Jun Jul I Aug T Sep | Oct I Nov I Dec I
Jan | Feb I Mar | Apr I 1051 Final Cleaning 9/17 rj 9/21 1052 Progress City Inspection 9/16 FJ 9/20
1053 Utility Release and Service Start 9/21 g 9/23 1054 System Testing and Start up 9/24 g 9/28
1055 Temporary Inspection 9/29 0 10/1 1056 Start Mezzanine Subcontractor + 9/21 1057 Progressive
Inspection and Occupancy Area 491 10/28   12/14 1058 Final Cleaning 12/2 Q 12/6 1059 Progress
City Inspection 10/28 ffj 11/1 1060 Utility Release and Service Start 11/2 g 11/8 1061 System
Testing and Start up 12/7 [] 12/9 1062 Temporary Inspection 12/10 g 12/14 1063 Partial Temporary
Occupancy +12/14 1064 Progressive Inspection and Occupancy Area 171 1/18  2/10 1065 Final Cleaning
1/31 | 2/2 1066 Progress City Inspection 1/18 | 1/20 1067 Utility Release and Service Start 1/21 ES
1/27 1068 System Testing and Start up 2/3 rj 2/7 1069 Temporary Inspection 2/8 g 2/10 1070 Partial
Temporary Occupancy ? 2/10 1071 Progressive Inspection and Occupancy ?3/18 1072 All Tenant
Improvement Areas ? 3/18 1073 Final Occupancy Process ? 3/18 1074 Final Inspection / Certifications
for Entire Developmer ? 3/18 1075 INTERIOR IMPROVEMENTS/TENANT IMPROVEMENTS 6/25  i 3/18 1076
MEZZANINE IMPROVEMENTS Area 49 thru 45 6/25   10/4 ~T077 Below Grade Utilities 6/25 7/7 1078
Rough in Plumbing 6/25 FFfl 7/7 1079 Rough in Electrical 6/25 Eg 7/7 1080 Concrete 6/28 f 7/13
1081 Interior Foundations and Pit 6/28 f 7/13 1082 Verify Line and Grade 6/28 | 6/28 1083 Layout
and Excavation 6/29 g 7/1 1084 Receive, Inventory and Store Anchor Bolt A 6/29 | 6/29 1085 Install
Rebar 7/1 | 7/1 1086 Install Bolts and Embeds 7/1 | 7/1 1087 Place Foundations 7/2 rj 7/6 1088
Strip Forms and Clean Embeds 7/7 | 7/7 1089 Ready for Slab Sequence ? 7/7  1090 Install Erection
Pads 7/8 [ 7/8  1091 Cure Time Prior to Loading 7/7 B 7/13 1092 ~ Erect Shear Walls with Exterior
Panels ? 7/13 j Page 26




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 4th Quarter J 1st Quarter, 2nd Quart Mar I Apr I May I Jun Jul [ Aug [ Sep 1 Oct \ Nov 1
Dec 1 Jan | Feb 1 Mar I Apr 1093 Roof Columns In Place Panelized Roof System Con + 9/3 1094  Steel
and Structural Deck 9/3 pi  p 10/4 1095 Erect Mezzanine Columns and Beams 9/3 ? 9/10 1096 Erect
Bar Joists and Misc Steel 9/10 ? 9/16 1097 Install Stair Pans 9/16 Q 9/20 1098 Metal Decking 9/20 ?
9/27 1099 Edge Closures and Studs 9/27 | 9/30 1100 Place Concrete over Metal Deck 9/30 rj 10/4 1101
TENANT IMPROVEMENTS 9/27    3/18 1102 Exterior Wall Systems Weather Tight + 10/27 1:103 Roof
Structure Weather Tight + 9/30 1104 Main Office Area 49 thru 45 9/27  3/18 1105 Ground Floor 9/27
¦ ¦  ¦ 1 2/8 1106 Start Improvements ? 9/27 1107  Overhead Rough in 9/27 W 10/4 1108 Fire
Sprinkler 9/27 fg 10/4 1109 Plumbing 9/27 gg 10/4 1110 Mechanical 9/27 fj 10/4 1111 Electrical 9/27
q 10/4 1112 Other 9/27 n 10/4 1113 Walls 9/27 12/9 1114 Metal Stud Framing for Walls and Soffi 9/27
I I 10/18 1115 Wall Rough in 10/7 * 10/21 T?16~ Plumbing 10/7 |||| 10/21 1117 Electrical 10/7 fZH
1°/21 ~T\W Other 10/7 fHH 10/21 1119 One Side Drywall 10/19 n 10/29 1120 Insulation 10/27 Q 11/1
1121 Second Side Drywall 10/28 [ ] 11/11 1122 Tape and 1st Coat Walls 11/8 n 11/18 1123 Finish Coat
Walls / Texture 11/15 [ | 12/7 T»24~ Prep Walls for Grid 12/7 Q 12/9 TT25~ Ceilings 11/11  1/10
1126 Ceiling Framing 11/11 Q 11/15 1127 Install Ceiling Grid 12/9 ? 12/21 1128 Overhead Fixtures
12/16 12/23 1129 Cut Fire Sprinkler Drops 12/16 ? 12/23 1130 Mechanical Drops 12/16 ? 12/23 1131
Electrical Fixtures 12/16 Q 12/23 1132 Other 12/16 D 12/23 1133 Drywall Ceilings 11/15 11/23 1134
Hang Drywall Ceilings 11/15 fl 11/17 Page 27




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter iisLQuarter 2n d Qyart Mar I Apr I May I Jun \ Jul I Aug I Sep I Oct I Nov |
Dec I Jan I Feb I Mar [ Apr [ 1135 tape and 1st Coat Ceiling 11/17 g 11/19 1136 Finish Coat
Ceilings / Texture 11/19 0 11/23 1137 Acoustic Ceiling 12/23 1/10 1138 Drop Cut In Tiles and Tiles
at Fixti 12/23 fj 12/29 1139 Overhead Inspections 12/29 ? 1/3 1140 Drop Ceiling Tiles 1/3 ? 1/10
~1141 Conductors and Controls 11/11   12/16 1142 Pull Conductors and Make up Wiring 11/11 EQ
11/18 1143 Pull Control Conductors and Make up 12/9 rg 12/16 ~V\W Install Door Frames 12/9 rj 12/13
1145 Elevator 10/11 mib 12/23 1146 Rough in Hoist way 10/11 El 10/20 1147 Build Cab 10/20 CD 10/29
1148 Finish Hoist way and Equipment 10/29 FJJ 11/5 1149  Finish Cab 11/5 Q 11/12 1150 Preliminary
Testing 11/12 g 11/17 ~TT5T~ Schedule Elevator Inspection 11/17 ffffffl 12/9 1152 Permanent Power,
Phone and Adjustm 12/9 Q3 12/16 1153 State Inspection and Certification 12/16 gg 12/23 1154
Finishes 11/23 2/3 ~1155"~ Ceramic Tile 12/13 12/28 1156 Toilet Room Floors and Walls 12/13 rffl
12/28 ~Tl57~ Other Floor Areas 12/13 g 12/17 1158 Millwork 12/13 * 1/20 1159 Cabinets and Counters
12/13 g 12/16 1160 Finish Carpentry / Paneling / Trim 12/13 H 12/22 1161 Base and Other Trim 1/17
rj 1/20 1162 Doors 12/13 2/3 1163 Swing Doors 12/13 03 12/20 1164 Install Hardware 1/24 ? 2/3 1165
Painting and Finishes 11/23 1/27 ~1T66 Paint Walls and Ceilings 11/23 EECEE 12/15 1167 Finish Trim
and Other 1/20 @ 1/27 1168 Wall Covering 12/15 Q 12/20 1169~~ Floor Covering 12/13 1/17 1170 VCT /
Sheet Goods 12/20 g 12/23 1171 Wood Flooring 1/10 fj 1/13 1172 Carpeting 1/10 ? 1/17 1173 Other
12/13 p 12/15 ~~V\W Access Flooring 12/13 a 12/16 1175 Finish Fixtures and Trim 12/28 > 2/8 1176
 Plumbing Fixtures 12/28 > 1/17 Page 28




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter 1st Quarter 2nd Quart Mar | Apr I May I Jun Jul I Aug I Sep I Oct I Nov 1 Dec
\ Jan 1 Feb ~| Mar I Apr 1177 Set Plumbing Fixtures 12/28 Q 1/5 1178 Finish Fixtures and Trim 1/10
FJ 1/17 1179 Toilet Partitions and Accessories 1/5 1/20 1180 Toilet Partitions 1/5 0 1/10  1181
Toilet Accessories 1/17 | 1/20 1182~ Mechanical Thermostats / Control Devi 1/27 Q 1/31 ~Tf83
Electrical Cover Plates and Trim 1/27 [§j 2/3 1184 Misc Accessories / Mats / FE Cabinets 1/27 ? 2/3
1185 Window Coverings 1/27 FJ 2/1 1186 Final Cleaning 2/3 ? 2/8 1187 2nd Floor Mezzanine 10/4 b 
2/22 1188~ Start Improvements ? 10/4 1189 Overhead Rough in 10/4 WW 10/11 1190 Fire Sprinkler 10/4
F£10/11 1191 Plumbing 10/4 LTJ 10/11 1192 Mechanical 10/4 FJj 10/11 ~UW Electrical 10/4 a 10/11
Tm Other 10/4 LTJ 10/11 1195 Walls 10/11  12/23 1196 Metal Stud Framing for Walls and Soffi
10/11 | n 11/1 1197 Wall Rough in 10/21 11/4 ~TT9~8~ Plumbing 10/21 CZH 114 ~TT99~ Electrical
10/21 OH 11/4 1200 Other 10/21 [ ] 11/4 1201 One Side Drywall 11/2 ? 11/12 1202 Insulation 11/10 ?
11/15 1203 Second Side Drywall 11/11 | | 12/3 1204 Tape and 1st Coat Walls 11/22 I I 12/10 1205
Finish Coat Walls / Texture 12/7 [ ] 12/21 1206 Prep Walls for Grid 12/21 D 12/23 1207 Ceilings
12/3 i » 1/24 ~T2~0~8~~ Ceiling Framing 12/3 ? 12/7 1209 Install Ceiling Grid 12/23 L~Z3 1/6 1210
Overhead Fixtures 1/3 1/10 1211 Cut Fire Sprinkler Drops 1/3 ? 1/10 ~T21~2~ Mechanical Drops 1/3 ?
1/10 1213 Electrical Fixtures 1/3 ? 1/10 ~T214~ Other 1/3 D 1/10 1215 Drywall Ceilings 12/7* 12/15
1216 Hang Drywall Ceilings 12/7 g 12/9 1217 Tape and 1st Coat Ceiling 12/9 ffi 12/13 12i~ir Finish
Coat Ceilings / Texture 12/13 fl 12/15 Page 29




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2nd Quarter 3rd
Quarter j 4th Quarter 1 st Quarter 2nd Quart Mar [ Apr I May T Jun [ Jul 1 Aug ] Sep I Oct 1 Nov I
Dec I Jan I Feb I Mar I Apr 1219 Acoustic Ceiling 1/10 m? 1/24 ~T2~20 Drop Cut In Tiles and Tiles
at Fixti 1/10 0 1/13 1221 Overhead Inspections 1/13 | 1/17 1222 Drop Ceiling Tiles 1/17 ? 1/24 1223
Conductors and Controls 12/3 m? 1/3 T224 Pull Conductors and Make up Wiring 12/3 12/10 1225 Pull
Control Conductors and Make up 12/23 FR 1/3 1226 Install Door Frames 12/23 O 12/28 1227 Finishes
12/15  ¦ ¦ 2/17 1228 Ceramic Tile 12/28 1/12 1229 Toilet Room Floors and Walls 12/28 m=H 1/12
1230 Other Floor Areas 12/28 H 1/4 1231 Millwork 12/28  2/3 T232 Cabinets and Counters 12/28 0
1/3 1233 Finish Carpentry/Paneling/Trim 12/28 m 1/7 1234 Base and Other Trim 1/31 Q 2/3 1235 Doors
12/28 1  2/17 ~~1~236 Swing Doors 12/28 ffl 1/5 1237 Install Hardware 2/7 f | 2/17 1238 Painting
and Finishes 12/15 2/10 1239 Paint Walls and Ceilings 12/15 F£H 12/30 1240 Finish Trim and Other
2/3 ? 2/10 1241 Wall Covering 12/30 fjj 1/5 1242 Floor Covering 12/28 1/31 1243 VCT / Sheet Goods
1/5 Q 1/10 1244 Wood Flooring 1/24 g 1/27 1245 Carpeting 1/24 Q 1/31 1246 Other 12/28 fl 12/30 1247
Access Flooring 12/28 g 1/3 1~248 Finish Fixtures and Trim 1/12 1 2/22 1249 Plumbing Fixtures 1/12
1/31 1250 Set Plumbing Fixtures 1/12 ED 1/19 1251 Finish Fixtures and Trim 1/24 FJ3 1/31 1252
Toilet Partitions and Accessories 1/19 1 2/3 1253 Toilet Partitions 1/19 Fj 1/24 1254 Toilet
Accessories 1/31 B 2/3 1255 Mechanical Thermostats / Control Devi 2/10 g 2/14 1256 Electrical Cover
Plates and Trim 2/10 n 2/17 1257 Misc Accessories / Mats / FE Cabinet: 2/10 ? 2/17 1258 Window
Coverings 2/10 FJ 2/15 1259 Final Cleaning 2/17 ? 2/22 1260 1 Tenant Improvement Inspection 2/22
3/18 Page 30




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J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 12nd Quarter ~ 13rd
Quarter 4th Quarter 11st Quarter !jlnd Quart Mar I Apr [ May I Jun | Jul I Aug I Sep 1 Oct I Nov I
Dec I Jan I Feb I Mar I Apr I 1261 City Inspections 2/22 ? 3/1  1262 Power and Utilities In Place
3/1 ? 3/8 l~263~ Start up and Testing 3/8 ? 3/15 1264 Ready for Occupancy 3/15 D 3/18 1265 REMOTE
AREA TENANT IMPROVEMENTS 8/23 ji 1/19 1266 Remote Office Column Lines 31 A 8/23 II I 11 I I I I I I
11 I I I I I 11/3 1267 Remote Office Column Lines 17 A 9/8 | | | I I I I I I I I I I i 11/3 1268
Remote Office Column Lines 16 A 10/12 I I I I M I I I n 11/23 1269 Remote Toilet Rooms Column Lines
5 A 11/10 FFHI I I I I I I I FFFH 1/19 1270 Remote Toilet Rooms Column Lines 9 N 11/5 II I I I I I
I I I I I I I I I I I I 1/19 1271 Remote Office Column Lines 9 N 11/5 II I I I I I I I I I I I I
ITTT1 1/19 1272 SITE IMPROVEMENTS 4/20 J mm 3/18 1273 Anticipated Site Development Improvements
4/20 I , ; ; ; : ; : : : :; : ,: i 3/18 Page 31




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J. 0. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I, LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ifj [Task Name I
2Q10 I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar Apr May Jun Jul I Aua ~ Sep Oct Nov I Dec Jan ~| Feb Mar |
Apr May I J MILESTONES 4/19 1^^^^^^^^^^^^"^^^^^^^^^^-^^^""^^^"^^^"^^^-^^^^^^^ 3/17 2
CLIENTS KEY OBJECTIVE MILESTONES 4/19 ^^^-^^¦^^^¦^^^^^^^^ 3/17 3 Start Grading Operations ? 4/19
4 Certify Center 1/3rd Building Pad 4 5/21 5 Start Mezzanine / Racking Vendor « 9/20 6 Shell
Completion + 3/17 7 WEATHER DELAY ALLOCATIONS 4/26 ^a^iM^iBMia^^MB^MB^BB^aM^ 11/29 8 Allocation 1st
Qtr Schedule-2 Days ? 4/26 9 Allocation 2nd Qtr Schedule  3 Days + 6/1 10 Allocations 3rd Qtr
Schedule  2 Days ? 8/31 11 Allocation 4th Qtr Schedule  3 Days ? 11/29 12 CRITICAL SITE
MILESTONES 6/22 ^^^^^^^^ 9/14 13 Temporary Water in Place for Form Lumber ? 6/22 14 Temporary
Water in Place for Roof Structure ? 7/15 15 Access Truck Route for Conveyance Vendor ? 9/14 16
CRITICAL CARRY OVER SHELL MILESTONES 7/2 pw^mm^h^mhb^b^12/7 17 Panels Places as Casting
Area for Misc. Panels 7/2 ^^^^^^^^^^^^^^» 9/17 18 Center 3rd Column Line A ? 7/2 19 Center3rd
Column Line N ? 7/12 ~~W East 3rd Column Line A ? 8/3 21 East 3rd Column Line N ? 8/10 ~~22 West
3rd Column Line A ? 9/1 JO West 3rd Column Line N ? 9/17 ~~24 Panel Lift Sequence 7/20
^^^^^^^^^^^^ 9/29 25 Center 3rd Shell Panels Erection Complete ? 7/20 26 East 3rd Shell Panels
Erection Complete ? 8/20 ~27 West 3rd Shell Panels Erection Complete ? 9/29 28 Exterior Treatments
Complete 9/16 ^"^^^^^^^^^^^^^^ 12/7 29 Center 3rd Exterior Treatment Ready for Site Work ? 9/16 30
East 3rd Exterior Treatment Ready for Site Work ? 10/28 ~~31 West 3rd Exterior Treatment Ready for
Site Work ? 12/7 ~32 33 GRADING MOBILIZATION 4/12*^4/16 34 Mobilization 4/12 V* 4/16 35 Mobilize
Equipment 4/12 ffl 4/16 ~~36~~ Establish Water 4/12 ? 4/16 T7~ ROUGH GRADING 4/19
»^^^~^^^^^^^^^^^^^^ 8/20 38 Temporary Erosion Control Measures 4/19 W 4/22 39 Initial Erosion
Control 4/19 0 4/21 40 Diversion/Temporary Drainage Measures 4/20(3 4/22 ~~41 Clear and Grub (+/-15
acres/day) 4/20^^^^5/12 42 Column Line 17 thru 33 4/20 p 4/21 Page 1




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name
 2Q10 3Q10  4Q10 I 1Q11 2Q11 Mar Apr May Jun Jul Auq See Pel Nov Dec Jan Feb Mar
Apr May J___43 Column Line 33 thru 49 4/22 0 4/23 44 Column Line 49 thru Property Line 4/28 fj 4/29
45 Column Line 17 thru 1 4/30 p 5/3 46 Column Line 1 thru West Property Line 5/4 g 5/5 47 Southern
Drainage Area 5/6 | 5/6 ~~48 Parcel 2 5/7 fj 5/10 ~49 Parcel 1 5/11 g 5/12 50 Building 4/22
^^^^^"^-^^^^ 7/21 51 Overexcavation  Building Pad 4/22 ^^^«^^^^^^^"^ 7/13 52 Develop Bottom
/ Stockpile 4/22 ? 4/28 53 Column Line 17 thru 33 4/29 I 1 5/12 54 Column Line 33 thru 49 5/13 I I
5/28 ~ 55 Column Line 17 thru 1 6/29 I 1 7/13 56 Fine Grade Building Pad 5/11 ^^^^"^^^""^^ 7/20 57
Column Line 17 thru 33 5/11 r_Z] 5/19 58 Column Line 33 thru 49 5/27 II I I I I I I I 6/18 59
Column Line 17 thru 1 7/12 II 7/20 60 Certify Building Pad 5/18 ^^^^^^^^^^ 7/21 61 Column Line
17 thru 33 5/18 Q 5/20 62 Column Line 33 thru 49 6/17 rjj 6/21 ~ 63 Column Line 17 thru 1 7/19 0
7/21 64 Site 5/4 ^^"^m^^^^^^^^^^8/20 65 Box Storm Drain Excavation / Temporary Slope
5/4 C3 512 66 South Truck Court 6/7 | | 6/16 67 East Side 6/17 I 1 6/28 ~ 68
Eucalyptus Street 7/22 r_TJ 7/29 69 Parcel 2 7/30 EP 8/4 70 Parcel 3 8/5 EH 8/10 71 North Truck
8/11 53 8/16 72 West Side 8/17 g 8/20 ~^73 TEMPORARY FIRE WATER and ACCESS ROAD 4/29
f^«^^^^^^^^^^^^^^^^^^ 9/7 74 Temporary 12 Above Grade Fire Water Line 4/29^^^^5/18 75 Point of
Connection for Temporary Service 4/29 J 4/30 76 Install Above Grade Water System  2,700 If 5/3
rTTTI 5/14 77 Temporary Connection to On-Site Fire Water System 5/17 g 5/18 78 Below Grade Fire
Water In Place Column Line 17 thru 49 ? 6/16 79 Temporary Above Grade on Building Pad Column Line
17 In P « 6/23 80 Remaining Below Grade Water In Place Column Line 1 thru 11 ? 9/7 81 ~l32~SITE
IMPROVEMENTS 5/6 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 2/16 83 Utilities 5/6
^^^^^^^^^^^^^^""^^^^^ 9/17 84 Box Storm Drain 5/6 ^^^^^^^^^^^^^^^^ 8/12 Page 2




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID jTask Name I I
2Q10 I 3Q10 I 4Q10 10.11 2Q11 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J___85
Excavation Complete + 5/12 86 Box Storm Drain  Form, Ftebar, Place, Strip and ( 5/6
^^""^^^^^^"^"^^ 8/5 87 Station 95+00 thru 98+00 5/6 I I I I I I I 5/26 88 Station 95+00 to
108+00 5/27 [I I I I I I I I I I I I I I I I I I I I I I II 8/5 89 Station 122+56 to 108+00 5/6 I I
I I I I I I I I I I I I I I I I I I I I I I I I Fffll 8/5 90 Critical Backfill Zone  No Scrappers
6/10 ifm^m^mma^a^mm^f 8/12 ~91 Station 95+00 thru 98+00 6/10 FH 6/16 92 Station 95+00 to 108+00 7/1
I I I I I I I  I I II I II 8/12 93 Station 122+56 to 108+00 7/1 I I I I I I I I I I I I I II 8/12
94 Storm Drain Laterals 7/16 ^"^^^^^ 8/23 95 Lateral F-7 7/16 JSEl 7/26 96 Lateral F-6 7/22 EB 7/30
97 Lateral F-5 7/28 D3 8/5 98 Lateral D-6 8/3 FFFfl 8/11 99 Lateral D-5 8/9 p^ 8/17 100 Lateral F-2
8/13 ffi 8/19 101 Lateral F-2A 8/17 ffl 8/23 102 Sewer 6/17 i^^^^^^^^^^^^^ 9/17 103 East Truck
Lane -1,200 f I 6/29 ^^^^ 7/22 104 Survey 6/29 [ 6/29 105 Excavate 6/30 f£FJ 7/8 106 Install Sewer
Piping 7/2 am 7/12 107 Install Manholes Bottoms and Clean Out Risers 7/12 a 7/14 108 Backfill Lifts
7/13 H 7/20 109 Top Out Manholes and Clean-outs 7/21 rj 7/22 110 South Truck Court (West End)  450
If 6/17 ^^^ 7/1 111 Survey 6/17 J 6/17 112 Excavate 6/18 JfJ 6/21 113 Install Sewer Piping 6/22 g
6/23 114 Install Manholes Bottoms and Clean Out Risers 6/23 Q 6/25 115 Backfill Lifts 6/28 E 6/29
116 Top Out Manholes and Clean-outs 6/30 J 7/1 117 South Truck Court (East End)  370 If 6/18 ^^^*
7/6 118 Survey 6/18 [ 6/18 119 Excavate 6/22 B 6/23 120 Install Sewer Piping 6/24 | 6/25 121
Install Manholes Bottoms and Clean Out Risers 6/25 Efl 6/29 122 Backfill Lifts 6/30 a 7/1 123 Top
Out Manholes and Clean-outs 7/2 [JJ 7/6 124 West Truck Lane -1,100 If 8/23 ^^^ 9/17 125 Survey
8/23 [ 8/23 126 Excavate 8/24 FFFfl 9/2
^^^^^=^=^^=^^====^==^_^^^^^^^^^^^^
== Page 3




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B iD [Task Name I I
2Q10 I ~ 3Q10 I 4Q10 I 10.11 I 2Q11 Mar Apr I May I Jun Jul I Aug I Sep I Oct Nov Dec I Jan I Feb
Mar I Apr I May J___127 Install Sewer Piping 8/26 rrm 9/7 128 Install Manholes Bottoms and Clean Out
Risers 9/7 g 9/9 129 Backfill Lifts 9/8 EH 9/15 130 Top Out Manholes and Clean-outs 9/16 | 9/17 131
East / South East Parking  300 If 6/30 f^~^^» 7/26 132 Survey 6/30 ] 6/30 133 Excavate 7/9 |g 7/12
134 Install Sewer Piping 7/13 j] 7/14 135 Install Manholes Bottoms and Clean Out Risers 7/14 FJ
7/16 136 Backfill Lifts 7/21 g 7/22 137 Top Out Manholes and Clean-outs 7/23 g 7/26 138 Firewater
5/13 ^^^^^m"^^^^^~i^^^9/16 139 North Truck Court-Col 17 thru 33 5/13^^5/28 140 Survey
5/13 I 5/13 141 Excavate 5/14 pa 5/19 142 Install Water System Piping, Laterals and Devio 5/17 [f]
5/20 143 Install Thrust Blocks / Restraints 5/18 0 5/21 144 Load and Test System 5/24 ] 5/25 145
Backfill 5/25 g 5/27 146 Install Above Grade Devices 5/27 J 5/28 147 North East Truck Court  Col
33 thru 49 5/20 ^^^^^ 6/16 148 Survey 5/20 J 5/20 149 Excavate 5/21 Q 5/26 150 Install Water System
Piping, Laterals and Devio 5/27 Hffl 6/8 151 Install Thrust Blocks / Restraints 5/28 (TTn 6/9 152
Load and Test System 6/10 0 6/11 153 Backfill 6/11 E 6/15 154 Install Above Grade Devices 6/15 |
6/16 ~T55~~ East Truck Lane 5/17 ^^^^^ 6/16 156 Survey 5/17 fj 5/17 157 Excavate 5/18 g 5/21 158
Install Water System Piping, Laterals and Devic 5/27 mm 6/8 159 Install Thrust Blocks / Restraints
5/28 FFFH 6/9 160 Load and Test System 6/10 g 6/11 161 Backfill 6/11 EH 6/15 162 Install Above
Grade Devices 6/15 | 6/16 163 South Truck Court-Col 17 thru 30 5/14 ^^^^^ 6/10 164 Survey 5/14 |
5/14 165 Excavate 5/17 ffl 5/20 166 Install Water System Piping, Laterals and Devic 5/21 EB 5/26
167 Install Thrust Blocks / Restraints 5/24 g 5/27 168 Load and Test System 5/28 FFFfl 6/7
^^^^=^^^^^^^^^^^ Page 4




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS iD [Task Name I I
2Q10 I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar I Apr I May Jun Jul I Aug I Sen Oct Nov I Dec i Jan Feb I Mar
I Apr May I J 169 Backfill 6/7 rj 6/9 170 Install Above Grade Devices 6/9 fj 6/10 171 North West
Truck Court  Col 1 thru 17 8/5 ^-^^ 8/23 172 Survey 8/5 ] 8/5 173 Excavate 8/6 EH 8/11 174 Install
Water System Piping, Laterals and Devic 8/9 fl] 8/12 175 Install Thrust Blocks / Restraints 8/10 0
8/13 176 Load and Test System 8/16 | 8/17 177 Backfill 8/17 g 8/20 178 Install Above Grade Devices
8/20 a 8/23 179 South West Truck Court  Col 1 thru 17 8/6 ^^^ 8/27 180 Survey 8/6 ( 8/6 181
Excavate 8/12 [Q 8/17 182 Install Water System Piping, Laterals and Devic 8/13 Q 8/18 183 Install
Thrust Blocks / Restraints 8/16 p 8/19 184 Load and Test System 8/20 a 8/23 185 Backfill 8/23 a
8/26 186 Install Above Grade Devices 8/26 fl 8/27 187 West Truck Lane 8/9 ^^^ 9/7 188 Survey 8/9
| 8/9 189 Excavate 8/18 pa 8/23 190 Install Water System Piping, Laterals and Devic 8/19 H 8/24 191
Install Thrust Blocks / Restraints 8/20 H 8/25 192 Load and Test System 8/26 g 8/27 193 Backfill
8/27 Effl 9/3 194 Install Above Grade Devices 9/3 B 9/7 195 East / South East Parking  Col 30 thru
49 5/18 ^^^^^"^ 6/23 196 Survey 5/18 ( 5/18 197 Excavate 5/19 ffi 5/24 198 Install Water System
Piping, Laterals and Devic 6/9 Efl 6/14 199 Install Thrust Blocks / Restraints 6/10 EH 6/15 200
Load and Test System 6/16 p 6/17 201 Backfill 6/17 EFJ 6/22 202 Install Above Grade Devices 6/22 g
6/23 203 Charge, Test, Chlorinate and Inspect 9/8 EB 9/14 204 Complete Point of Connection /
Active Service 9/15 g 9/16 205 Pump House Equipment 6/16 ^^^^^^^^^^^ 8/5 206 Pump House Structure
In Place ? 6/16 207 Install Pump House Equipment 6/17 7/8 208 Electrical System Installation 7/9
FFffl 7/22 209 Fueling and Testing 7/23 DJTJ 8/5 210 Domestic Water 7/2 ^^^^^^"^^ 8/16
^^^^^^^^^^^^^:^==^==^^=^^^^= Page 5




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID iTask Name I 2Q10
3Q10 | 4Q10 I 1Q11 [ 2Q11 Mar f Apr May Jun Jul Auq Sep Oct Nov Dec Jan Feb Mar [ Apr ~ May J___211
South Truck Court (West End)  380 If 7/2 ^^^^ 7/23 212 Survey 7/2 j 7/2 213 Excavate 7/6 g 7/7 214
Prepare Point of Connection 7/8(7/8 215 Install Water Piping 7/9 £] 7/12 216 Backfill 7/13 | 7/13
217 Install Above Grade Devices 7/13 | 7/14 218 Charge, Test, Chlorinate and Inspect 7/15 p 7/21
219 Complete Point of Connection / Active Service 7/22 j 7/23 220 East / South East Parking  310
If 7/27 ^^"^ 8/16 221 Survey 7/27 I 7/27 222 Excavate 7/28 (J 7/29 223 Prepare Point of Connection
7/30 | 7/30 224 Install Water Piping 8/2 g 8/3 225 Backfill 8/4 I 8/4 226 Install Above Grade
Devices 8/4 fj 8/5 227 Charge, Test, Chlorinate and Inspect 8/6 fg 8/12 228 Complete Point of
Connection / Active Service 8/13 O 8/16 229 Dock Ramp and Stairs 7/2 ^^^^^^"^^^^^^^^^^ 10/5 230
Dock Ramp and Stair Panels (Cast on Wall Panels) 7/2 ^^^^^^^^^^^^"^^ 10/1 231 Column Line A-17
thru 33-(18 Panels) 7/2 V^^ 7/19 232 Layout and Snap Lines 7/2 g 7/2 233 ~ Form Panels and Apply
Bond Breaker 7/2 ffl 7/6 234 Install Down Feature Element / Side Embeds 7/7 | 7/7 235 Install Panel
Reinforcing Steel / Lift Steel 7/7 0 7/8 ~~236 Ring Panel / Panel Check 7/9 | 7/9 237 Place and
Finish Panel 7/12 0 7/12 238 Cure Time Prior to Lift 7/13 [33 7/19 239 Strip Formwork and Clean
7/16 17/16 240 Column Line N -17 thru 33  (22 Panels) 7/12 ^^^ 7/26 241 Layout and Snap Lines 7/12
] 7/12 242 Form Panels and Apply Bond Breaker 7/12 p 7/13 243 Install Down Feature Element/Side
Embeds 7/14 I 7/14 244 Install Panel Reinforcing Steel / Lift Steel 7/14 p 7/15 245 Ring Panel /
Panel Check 7/16(7/16 246 Place and Finish Panel 7/19 ] 7/19 247 Cure Time Prior to Lift 7/20 fjg
7/26 248 Strip Formwork and Clean 7/23 | 7/23 249 Column Line A  33 thru 49  (20 Panels) 8/3 ^^^
8/17 250 Layout and Snap Lines 8/3 I 8/3 251 Form Panels and Apply Bond Breaker 8/3 g 8/4 252
Install Down Feature Element / Side Embeds 8/5 [ 8/5 Page 6




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID [Task Name I 2Q10
3Q10 4Q10 1Q11 ~ 2Q11 Mar f Apr May Jun Jul I Auq ~ Sep Oct Nov Dec Jan Feb Mar Apr May J___253
Install Panel Reinforcing Steel 7 Lift Steel 8/5 p 8/6 254 Ring Panel / Panel Check 8/9 g 8/9 255
Place and Finish Panel 8/10 I 8/10 256 Cure Time Prior to Lift 8/11 Eg 8/17 257 Strip Formwork and
Clean 8/16 g 8/16 258 Column Line N  33 thru 49  (14 Panels) 8/10 ^^ 8/24 259 Layout and Snap
Lines 8/10)8/10 260 Form Panels and Apply Bond Breaker 8/10 | 8/11 261 Install Down Feature Element
/ Side Embeds 8/12 J 8/12 262 Install Panel Reinforcing Steel / Lift Steel 8/12 g 8/13 263 Ring
Panel / Panel Check 8/16 | 8/16 264 Place and Finish Panel 8/17 j 8/17 265 Cure Time Prior to Lift
8/18 n 8/24 266 Strip Formwork and Clean 8/23 1 8/23 267 Column Line A -1 thru 17  (20 Panels) 9/2
^-^ 9/17 268 Layout and Snap Lines 9/2 1 9/2 269 Form Panels and Apply Bond Breaker 9/2 fj 9/3 270
Install Down Feature Element / Side Embeds 9/7 | 9/7 271 Install Panel Reinforcing Steel / Lift
Steel 9/7 g 9/8 272 Ring Panel / Panel Check 9/9 g 9/9 273 Place and Finish Panel 9/10 J 9/10 274
Cure Time Prior to Lift 9/13 Q 9/17 275 Strip Formwork and Clean 9/16(9/16 276 Column Line N -1
thru 17  (22 Panels) 9/17 ^-^ 10/1 277 Layout and Snap Lines 9/17 g 9/17 278 Form Panels and Apply
Bond Breaker 9/17 a 9/20 279 Install Down Feature Element / Side Embeds 9/21 l 9/21 280 Install
Panel Reinforcing Steel / Lift Steel 9/21 g 9/22 281 Ring Panel / Panel Check 9/23 | 9/23 282 Place
and Finish Panel 9/24 | 9/24 283 Cure Time Prior to Lift 9/27 gg 10/1 284 Strip Formwork and Clean
9/30 [ 9/30 285 Ramp Wall and Stair Foundations 7/2 ^^^^^^^^^^^^^^^ 9/29 286 Column Line A -17 thru
33 7/2 ^^^ 7/15 287 Layout and Excavate Setting Pads 7/2 g 7/2 288 Receive, Inventory and Store
Anchor Bolt Asser 7/2 g 7/2 289 Install Rebar 7/6 ( 7/6 290 Install Embeds 7/6 J 7/6 291 Place
Foundations 7/7 ] 7/7 292 Strip Forms and Clean Embeds 7/8 g 7/8 293 Install Erection Pads 7/8 1
7/8 294 Cure Time Prior to Loading 7/9 f£B 7/15 Page 7




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID [Task Name 2Q10 I
3Q10 4Q10 1Q11 2Q11 Mar Apr I May I Jun Jul I Auq Sep Oct Nov Dec Jan Feb Mar Apr May I J 295
Column Line N -17 thru 33 7/12 ^^ 7/22 296 Layout and Excavate Setting Pads 7/12 J 7/12 297
Receive, Inventory and Store Anchor Bolt Asser 7/12 j 7/12 298 Install Rebar 7/13 | 7/13 299
Install Embeds 7/13 | 7/13 300 Place Foundations 7/14 I 7/14 301 Strip Forms and Clean Embeds 7/15
I 7/15 302 Install Erection Pads 7/15 0 7/15 303 Cure Time Prior to Loading 7/16 EH 7/22 304 Column
Line A  33 thru 49 8/3 ^"^ 8/13 305 Layout and Excavate Setting Pads 8/3 I 8/3 306 Receive,
Inventory and Store Anchor Bolt Asser 8/3 1 8/3 307 Install Rebar 8/4 | 8/4 308 Install Embeds 8/4
| 8/4 309 Place Foundations 8/5 I 8/5 310 Strip Forms and Clean Embeds 8/6 8 8/6 311 Install
Erection Pads 8/6 g 8/6 312 Cure Time Prior to Loading 8/9 Q3 8/13 313 Column Line N  33 thru 49
8/10 »-^> 8/20 314 Layout and Excavate Setting Pads 8/10 ] 8/10 315 Receive, Inventory and Store
Anchor Bolt Asser 8/10 | 8/10 316 Install Rebar 8/11 B 8/11 317 Install Embeds 8/11 fj 8/11 318
Place Foundations 8/12 j 8/12 319 Strip Forms and Clean Embeds 8/13 I 8/13 320 Install Erection
Pads 8/13 I 8/13 321 Cure Time Prior to Loading 8/16 Q 8/20 322 Column Line A-1 thru 17 9/2 ^^^
9/15 323 Layout and Excavate Setting Pads 9/2 I 9/2 324 Receive, Inventory and Store Anchor Bolt
Asser 9/2 I 9/2 325 Install Rebar 9/3 1 9/3 326 Install Embeds 9/3 1 9/3 327 Place Foundations 9/7
| 9/7 328 Strip Forms and Clean Embeds 9/8 I 9/8 329 Install Erection Pads 9/8 fj 9/8 330 Cure Time
Prior to Loading 9/9939/15 331 Column Line N -1 thru 17 9/17 ^^ 9/29 332 Layout and Excavate
Setting Pads 9/17 1 9/17 333 Receive, Inventory and Store Anchor Bolt Asser 9/17 g 9/17 334 Install
Rebar 9/20 I 9/20 335 Install Embeds 9/20 [ 9/20 336 Place Foundations 9/21 | 9/21 Page 8




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 2Q11 Mar Apr May Jun Jul Auq Sep Pel Nov I Dec Jan I Feb Mar Apr May J___337
Strip Forms and Clean Embeds 9/22 | 9/22 338 Install Erection Pads 9/22 J 9/22 339 Cure Time Prior
to Loading 9/23 Eg 9/29 340 Erect Ramp Walls (Lift with Building) 7/23 Jj^^^^^^ 9/30 341 Column
Line N -17 thru 33 + 7/23 342 Column Line A  33 thru 49 + 8/20 343 Column Line A -1 thru 17 + 9/29
344 Column Line N -1 thru 17 + 9/30 345 Erect Stair Walls / Brace / Place Locking Footing 7/20
^^"^^^^^"^^"^"^ 10/5 346 Column Line A -17 thru 33  (18 Panels) 7/20 g 7/22 347 Column Line N -17
thru 33  (16 Panels) 7/26 B 7/28 348 Column Line A  33 thru 49  (14 Panels) 8/20 g] 8/24 349
Column Line N  33 thru 49  (14 Panels) 8/24 Q 8/26 350 Column Line A -1 thru 17  (14 Panels)
9/29 FJ 10/1 351 Column Line N -1 thru 17  (16 Panels) 10/1 H 10/5 352 Truck Court Concrete Paving
7/23 ^^^^^^^^^^^^^ 10/13 353 Column Line A -17 thru 33  (+/-56,000 sf) 7/23 ^W 7/29 354 Fine
Grade and Prep 7/23 O 7/26 355 Place and Finish Concrete 7/27 a 7/29 356 Column Line N -17 thru 30
- (+/-42,000 sf) 7/29 ^» 8/4 357 Fine Grade and Prep 7/29 F, 7/30 358 Place and Finish Concrete 8/2
g 8/4 359 Truck Court Paving In Place for Conveyance Vendor ? 8/4 360 Column Line A  33 thru 45 -
(+/-44.000 sf) 8/25 T-v 9/2 361 Fine Grade and Prep 8/25 a 8/26 362 Place and Finish Concrete 8/27
B3 9/2 363 ColumnLineA-3thru17-(+/-46,000sf) 10/4^10/8 364 Fine Grade and Prep 10/4 a 10/5 365
Place and Finish Concrete 10/6 g 10/8 366 Column Line N  3 thru 17  (+/-46.000 sf) 10/6 V^ 10/13
367 Fine Grade and Prep 10/6 0 10/7 368 Place and Finish Concrete 10/11 n 10/13 369 Site Screen
Walls / Trash Enclosures / Pump House Walls 6/28 ^""^i^^^^^^^^^^^^^^^ 10/20 370 Foundations 6/28
^^^^^^^^^^^^^i 9/10 371 NE Truck Court Internal Screen (Lift with Building 7/21 ^^^ 8/2 372 Layout
and Excavate Setting Pads 7/21 I 7/21 373 Receive, Inventory and Store Anchor Bolt Asser 7/21 I
7/21  374 Install Rebar 7/22 J 7/22 375 Install Embeds 7/22 | 7/22 376 Place Foundations 7/23 ]
7/23 377 Strip Forms and Clean Embeds 7/26 | 7/26 378 Install Erection Pads 7/26 | 7/26
^==^^=^^^^^^==^==^==^^=^
=^^^^^^^^^^^^^^^^^^^^^^^= Page 9




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID [Task Name I I
2Q10 I 3Q10 I 4Q10 I 1Q11 2Q11 Mar I Apr I May I Jun I Jul I Auq I Sep Pel I Nov I Dec I Jan I Feb
I Mar I Apr I May I J___379 Cure Time Prior to Loading 7/27 n 8/2 380 NW Truck Court Internal Screen
(Lift with Buildin 8/18 ^^ 8/30 381 Layout and Excavate Setting Pads 8/18 p 8/18 382 Receive,
Inventory and Store Anchor Bolt Asser 8/18 j 8/18  383 Install Rebar 8/19 I 8/19 384 Install
Embeds 8/19 | 8/19 385 Place Foundations 8/20 | 8/20 386 Strip Forms and Clean Embeds 8/23 [ 8/23
387 Install Erection Pads 8/23 I 8/23 388 Cure Time Prior to Loading 8/24 EH 8/30 389 South Truck
Court Internal Security Screen (Lift v 6/28 ^^ 7/9 390 Layout and Excavate Setting Pads 6/28 |
6/28 391 Receive, Inventory and Store Anchor Bolt Asser 6/28 | 6/28 392 Install Rebar 6/29 8 6/29
393 Install Embeds 6/29 g 6/29 394 Place Foundations 6/30 ] 6/30 395 Strip Forms and Clean Embeds
7/1 | 7/1 396 Install Erection Pads 7/1 | 7/1 397 Cure Time Prior to Loading 7/2 g=g 7/9 398
Southern Truck Court  Group #1 8/19 ^^^ 9/2  399 Layout and Excavate Setting Pads 8/19 ] 8/19 400
Receive, Inventory and Store Anchor Bolt Asser 8/19 J 8/19 401 Install Rebar 8/20 | 8/20 ~~402~
Install Embeds 8/20 J 8/20  403 Place Foundations 8/23 I 8/23 404 Strip Forms and Clean Embeds
8/24 J 8/24 405 Install Erection Pads 8/24 J 8/24 406 Cure Time Prior to Loading 8/25 (ga 9/2 407
Southern Truck Court  Group #2 8/20 «bb^9/3 408 Layout and Excavate Setting Pads 8/20 |
8/20 ~~409- Receive, Inventory and Store Anchor Bolt Asser 8/20 I 8/20 410 Install Rebar
8/23 j 8/23 411 Install Embeds 8/23 I 8/23 412 Place Foundations 8/24 0 8/24 ~ 413 Strip Forms and
Clean Embeds 8/25 J 8/25  414 Install Erection Pads 8/25 g 8/25 415 Cure Time Prior to Loading
8/26 EBB 9/3 ~ 416 Southern Truck Court  Group #3 8/23 v*^^ 9/7 417 Layout and Excavate Setting
Pads 8/23 | 8/23 418 Receive, Inventory and Store Anchor Bolt Asser 8/23(8/23 419 Install Rebar
8/24 g 8/24  420 Install Embeds 8/24 g 8/24 Page 10




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID [Task Name I I
2Q10 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar I Apr May T Jun Jul I Auq I Sep Oct I Nov I Dec I Jan I Feb I
Mar Apr I May J___421 Place Foundations 8/25 | 8/25 422 Strip Forms and Clean Embeds 8/26 | 8/26 423
Install Erection Pads 8/26 I 8/26 424 Cure Time Prior to Loading 8/27 ITffl 9/7 425 Southern Truck
Court  Group #4 8/24 ^^ 9/8 426 Layout and Excavate Setting Pads 8/24 J 8/24 427 Receive,
Inventory and Store Anchor Bolt Asser 8/24 J 8/24 428 Install Rebar 8/25 [ 8/25 429 Install Embeds
8/25 j 8/25 430 Place Foundations 8/26 1 8/26 431 Strip Forms and Clean Embeds 8/27 1 8/27 432 
Install Erection Pads 8/27 | 8/27 433~ Cure Time Prior to Loading 8/30 [mi 9/8 434 Southern Truck
Court  Group #5 8/25 ^^^ 9/9 435 Layout and Excavate Setting Pads 8/25 0 8/25 436 Receive,
Inventory and Store Anchor Bolt Asser 8/25 [ 8/25 437 Install Rebar 8/26 | 8/26 438 Install Embeds
8/26 I 8/26 439 Place Foundations 8/27 J 8/27 440 Strip Forms and Clean Embeds 8/30 ] 8/30 441
Install Erection Pads 8/30 B 8/30 442 Cure Time Prior to Loading 9/2 E| 9/9 443 East Parking
Internal Security Screen 8/26^^^9/10 444 Layout and Excavate Setting Pads 8/26 | 8/26 445 Receive,
Inventory and Store Anchor Bolt Asser 8/26 | 8/26 446 Install Rebar 8/27 I 8/27 447 Install Embeds
8/27 [ 8/27 448 Place Foundations 8/30 J 8/30 449 Strip Forms and Clean Embeds 9/2 1 9/2 450
Install Erection Pads 9/2 0 9/2 451 Cure Time Prior to Loading 9/3 H=H 9/10 452 Screen Wall Panels
- Cast on Slab 7/12 ^^^^^^^"^^^^ 9/20 453 NE Truck Court Internal Screen (Lift with Buildinc
8/3^^^8/18 454 Layout and Snap Lines 8/3 1 8/3 455 Form Panels and Apply Bond Breaker 8/3 g 8/4 456
Install Down Feature Element / Side Embeds 8/5 I 8/5 457 Install Panel Reinforcing Steel 8/5 ffl
8/9 458 Install Lift Steel 8/9 ] 8/9 459 Install Upside Panel Embeds 8/9 [ 8/9 460 Ring Panel /
Panel Check 8/10)8/10 461 Place and Finish Panel 8/11 B 8/11 462 Cure Time Prior to Lift 8/12 rfrj
8/18 Page 11




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FA1RVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID iTask Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 ~ Mar Apr I May Jun Jul Aug Sep Oct Nov Dec Jan Feb I Mar ~ Apr May J_
463 Strip Formwork and Clean 8/17 g 8/17 464 Install Panel Braces 8/18 I 8/18  465 NW Truck Court
internal Screen (Lift with Buildin 9/2 ^^"^ 9/20 466 Layout and Snap Lines 9/2 j 9/2 467 Form
Panels and Apply Bond Breaker 9/2 g 9/3 468 Install Down Feature Element / Side Embeds 9/7 | 9/7
469 Install Panel Reinforcing Steel 9/7 B 9/9 470 Install Lift Steel 9/9 | 9/9 471 Install Upside
Panel Embeds 9/9 I 9/9 472 Ring Panel / Panel Check 9/10 [J 9/10  473 Place and Finish Panel 9/13
J 9/13 474 Cure Time Prior to Lift 9/14 EH 9/20 475 Strip Formwork and Clean 9/17 J 9/17  476
Install Panel Braces 9/20 1 9/20  477 South Truck Court Internal Security Screen (Lift v 7/12 ^^
7/27  478 Layout and Snap Lines 7/12 a 7/12 479 Form Panels and Apply Bond Breaker 7/12 g 7/13
~~480 Install Down Feature Element / Side Embeds 7/14 J 7/14 481 Install Panel Reinforcing Steel
7/14 g 7/16  482 Install Lift Steel 7/16 [ 7/16 483 Install Upside Panel Embeds 7/16 g 7/16 iei~
Ring Panel / Panel Check 7/19 | 7/19  485 Place and Finish Panel 7/20 I 7/20 486 Cure Time Prior
to Lift 7/21 gg 7/27  487 Strip Formwork and Clean 7/26 | 7/26 488 Install Panel Braces 7/27 |
7/27 489 Temporary Casting Slab 7/19 ^^^^^^^"^^^^^^^^ 10/18  490 Prepare Grade for Casting Slab
7/19 g 7/23 491 Place Casting Slab 7/26 g 7/28 492 Remove Casting Slab / Dead Men 10/14 H 10/18 493
Screen Wall Panels 9/3 ^^^^^^^ 10/12  494 Southern Truck Court 9/3 ^^^^^^ 10/7  495 Southern
Truck Court  Group #1 (+/- 30 Pan< 9/3 ^^V 9/21  496 Layout and Snap Lines 9/3 I 9/3 497 Form
Panels and Apply Bond Breaker 9/3 H 9/7 498 Install Down Feature Element / Side Ember 9/8 J 9/8 499
Install Panel Reinforcing Steel 9/8 Q 9/10 500 Install Lift Steel 9/10 8 9/10 501 Install Upside
Panel Embeds 9/10 g 9/10  502 Ring Panel / Panel Check 9/13 I 9/13 503 Place and Finish Panel
9/14 g 9/14 504 Cure Time Prior to Lift 9/15 fa 9/21 Page 12




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID Task Name ~ 2Q10
3Q10 4Q10 1Q11 2Q11 Mar I Apr May Jun Jul Aug I Sep I Oct Nov Dec Jan Feb Mar Apr I May J___505
Strip Formwork and Clean 9/20 I 9/20 506 Install Panel Braces 9/21 I 9/21 507 Southern Truck Court
- Group #2 (+/- 30 Pant 9/7 ^^^ 9/24 508 Layout and Snap Lines 9/7 | 9/7 509 Form Panels and Apply
Bond Breaker 9/8 g 9/9 510 Install Down Feature Element / Side Embei 9/10 ] 9/10 511 Install Panel
Reinforcing Steel 9/13 JJ 9/15 512 Install Lift Steel 9/15 ] 9/15 513 Install Upside Panel Embeds
9/15 g 9/15 514 Ring Panel / Panel Check 9/16(9/16 515 Place and Finish Panel 9/17 I 9/17 516 Cure
Time Prior to Lift 9/20 Eg 9/24 517 Strip Formwork and Clean 9/23 | 9/23 518 Install Panel Braces
9/24 g 9/24 519 Southern Truck Court  Group #3 (+/- 30 Pant 9/8 ^^^^ 9/29 520 Layout and Snap
Lines 9/8 1 9/8 521 Form Panels and Apply Bond Breaker 9/10 Q 9/13 ~~522 Install Down Feature
Element / Side Embec 9/14 1 9/14 523 Install Panel Reinforcing Steel 9/16 o 9/20 524 Install Lift
Steel 9/20 [ 9/20 525 Install Upside Panel Embeds 9/20 1 9/20 ~526~ Ring Panel / Panel Check 9/21 I
9/21 527 Place and Finish Panel 9/22 I 9/22 528 Cure Time Prior to Lift 9/23 ffl 9/29 529 Strip
Formwork and Clean 9/28 I 9/28 530 Install Panel Braces 9/29 | 9/29 531 Southern Truck Court -
Group #4 (+/-30 Pant 9/9 *^p 10/4 532 Layout and Snap Lines 9/9 g 9/9 533 Form Panels and Apply
Bond Breaker 9/14 g 9/15 534 Install Down Feature Element / Side Embec 9/16 I 9/16 535 Install
Panel Reinforcing Steel 9/21 g 9/23  536 Install Lift Steel 9/23 | 9/23 537 Install Upside Panel
Embeds 9/23 | 9/23 538 Ring Panel / Panel Check 9/24 | 9/24 539 Place and Finish Panel 9/27 | 9/27
540 Cure Time Prior to Lift 9/28 H 10/4 541 Strip Formwork and Clean 10/1110/1  542 Install Panel
Braces 10/4 1 10/4  543 Southern Truck Court  Group #5 (+/- 30 Pant 9/10 ^^^^^ 10/7 544 Layout
and Snap Lines 9/10 19/10 545 Form Panels and Apply Bond Breaker 9/16 g 9/17 546 Install Down
Feature Element / Side Embec 9/20 | 9/20 ^^^^^^^^^^^^^^^^^^^^^^^^_^^^^^^ Page 13




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID [Task Name I J
2Q10 I 3Q10 4Q10 1Q11 2Q11 Mar Apr May Jun Jul I Aug ~ Sep Oct Nov Dec Jan Feb Mar Apr May J___547
Install Panel Reinforcing Steel 9/24 ETJ 9/28  548 Install Lift Steel 9/28 | 9/28  549
Install Upside Panel Embeds 9/28 ] 9/28 550 Ring Panel / Panel Check 9/29 | 9/29 551 Place and
Finish Panel 9/30 J 9/30 552 Cure Time Prior to Lift 10/1 En 10/7  553 Strip Formwork and Clean
10/6 8 10/6 554 Install Panel Braces 10/7(10/7 -555 East Parking Internal Security
Screen (+/-16 Para 9/13 ^"^^^^ 10/12  556 Layout and Snap Lines 9/13(9/13 557 Form Panels and
Apply Bond Breaker 9/20 B 9/21 558 Install Down Feature Element / Side Embeds 9/22 | 9/22 559
Install Panel Reinforcing Steei 9/29 0 10/1 560 Install Lift Steel 10/1 [ 10/1 561 Install Upside
Panel Embeds 10/1 ] 10/1 562 Ring Panel / Panel Check 10/4 j 10/4 563 Place and Finish Panel 10/5
|] 10/5 564 Cure Time Prior to Lift 10/6 QQ| 10/12 565~~ Strip Formwork and Clean 10/11 J 10/11
~56£T Install Panel Braces 10/12 [ 10/12 567 Panel Erection 7/28 ^^^^^^^^^^^^^i 10/13 568 Crane
Delivery and Assembly 8/12 g 8/13 569 Crane Access / Travel Prepared 8/16 jj 8/17 570 Erect Panels
7/28 ^-^^^^^^^^^^ 10/13 571 NE Truck Court Internal Screen (Lift with Buildin 8/19 0 8/19 572 NW
Truck Court Internal Screen (Lift with Buildir 9/28 8 9/28 573 South Truck Court Internal Security
Screen (Lift 7/28 I 7/28 574 Southern Truck Court 9/22^^^^10/11 575 Panel Group #1 (+/-30 Panels)
9/22 g 9/23 576~ Panel Group #2 (+/-30 Panels) 9/27 fl 9/28 ~HfT~ Panel Group #3 (+/-30 Panels)
9/30 0 10/1 578 Panel Group #4 (+/-30 Panels) 10/5 n 10/6 579 Panel Group #5 (+/-30 Panels)
10/8^10/11 580 East Parking Internal Security Screen (+/-16 Pa 10/13 J 10/13 581 Plumb, Line and
Brace 7/29 ^^^^^^^^^^^^^ 10/15 582 NE Truck Court Internal Screen (Lift with Building) 8/20 g 8/23
583 NW Truck Court Internal Screen (Lift with Building) 9/29 J 9/30 584 South Truck Court Internal
Security Screen (Lift with 7/29 Q 7/30 585 Southern Truck Court 9/24^^^^10/13 586 Panel Group #1
(+/-30 Panels) 9/24 a 9/27 ~~587~ Panel Group #2 (+/-30 Panels) 9/29 E 9/30 588 Panel Group #3
(+/-30 Panels)  10/4 g 10/5 Page 14




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID iTask Name 2Q10 I
3Q10 4Q10  I 1Q11 I 2Q11 ~ Mar I Apr ~ May I Jun I Jul I Aug I Sep I Oct I Nov Dec I Jan Feb Mar
Apr May J___589 Panel Group #4 (+/-30 Panels) 10/7 rj 10/8 ~590 Panel Group #5 (+/-30 Panels) 10/12
0 10/13 591 East Parking Internal Security Screen (+/-16 Panels; 10/14 { 10/15 592 Place Footings /
Lock-in Panels / Remove Braces 8/2 ^^^"^^"^^^^^"^^ 10/20 593 NE Truck Court Internal Screen (Lift
with Building) 8/24 [ 8/24 594 NW Truck Court Internal Screen (Lift with Building) 10/1 ] 10/1 ~595
South Truck Court Internal Security Screen (Lift with 8/2 I 8/2 596~ Southern Truck Court
9/28^^^^10/18 597 Panel Group #1 (+/-30 Panels) 9/28 a 9/30 ~598 Panel Group #2 (+/-30 Panels) 10/1
g 1015 ~599 Panel Group #3 (+/-30 Panels) 10/6 g 10/8 600 Panel Group #4 (+/-30 Panels) 10/11(0
10/13 601 Panel Group #5 (+/-30 Panels) 10/14 Q 10/18 602 East Parking Internal Security Screen
(+/-16 Panels; 10/19 g 10/20 603 Site Hardscape 8/3 V^~^^^^^"^^^^^^^~^^^^^^^^V 1/17 ~604 Curb
Grade 8/3 ^-^^^^^^^^^^^^^^ 12/23 605 North Truck Court  Col 17 thru 33 8/3 a 8/4 606 ~
North East Truck Court  Col 33 thru 49 9/8 ? 9/10 607 East Truck Lane 9/27 g 9/28 608 South Truck
Court  Col 17 thru 30 10/13 g 10/14 609 North West Truck Court  Col 1 thru 17 10/29 Q 11/1 610
South West Truck Court-Col 1 thru 17 12/21 ffl 12/23 611 West Truck Lane 11/2 g 11/3 612 East /
South East Parking  Col 30 thru 49 11/18 ? 11/24 613 Site Concrete  Curb, Gutter, Flowlines and
Aprons 8/5 ^^^^^^^^^^^^^^^^^^^^^"¦"¦^^V 12/30 614 North Truck Court  Col 17 thru 33 8/5 EH 8/10
 615 North East Truck Court  Col 33 thru 49 9/13 rfl 9/16 616 East Truck Lane 9/29
FJj 10/4 617 South Truck Court  Col 17 thru 30 10/15 gg 10/20 ~618 North West Truck Court  Col 1
thru 17 11/2 B 11/5 619 South West Truck Court  Col 1 thru 17 12/27 [JJ 12/30 620 West Truck Lane
11/4 n 11/9 621 East/South East Parking-Col 30 thru 49 12/2 I I 12/13 ~622 Asphalt Paving 8/11
l^^^^^^^^^^^^^^^^^^^^^^^^ 1/13 ~623 Fine Grade 8/11 ^^^^^^^^^^^^^^^^^^^^^^ 1/5 624 North Truck
Court-Col 17 thru 33 8/11 g 8/13 ~625 North East Truck Court  Col 33 thru 49 9/17 a 9/21 ~626~
East Truck Lane 10/5 B 10/7 ~627 South Truck Court-Col 17 thru 30 10/21 Q] 10/25 ~628 North West
Truck Court  Col 1 thru 17 11/8 B 11/10 629 South West Truck Court  Col 1 thru 17 1/3 B 1/5 630
West Truck Lane 11/11 fig 11/15 Page 15




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID [Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar Apr May Jun Jul Auq Sep Oct Nov Pec Jan Feb Mar Apj; May J___631
East / South East Parking  Col 30 thru 49 12/14 ? 12/20 632 Base Paving 8/16 ^^^^^^i^^^^m^^^
1/10 633 North Truck Court  Col 17 thru 33 8/16 g 8/18 634 North East Truck Court  Col 33 thru 49
9/22 Q 9/24 635 East Truck Lane 10/8 0 10/12 636 South Truck Court-Col 17 thru 30 10/26 ffj 10/28
637 North West Truck Court-Col 1 thru 17 11/11 g 11/15 638 South West Truck Court  Col 1 thru 17
1/6 Q 1/10 639 West Truck Lane 11/16 a 11/18 640 East / South East Parking  Col 30 thru 49 12/21 m
12/28 641 Asphalt Paving 8/19 ^^^* 1/13 642 North Truck Court  Col 17 thru 33 8/19 Q 8/23 643
North East Truck Court  Col 33 thru 49 9/27 Q 9/29 644 East Truck Lane 10/13 a 10/15 645 South
Truck Court  Col 17 thru 30 10/29 rg 11/2 646 North West Truck Court-Col 1 thru 17 11/16 a 11/18
647 South West Truck Court-Col 1 thru 17 1/11 g 1/13 648 West Truck Lane 11/19 ffl 11/23 ~649 East
/ South East Parking  Col 30 thru 49 12/29 EEB 1/5 650 Pavement Markings and Signage 8/24
^^^^^^^^^^^^^^^"^^^^^^^"^^ 1/17 651 North Truck Court  Col 17 thru 33 8/24 g 8/25 652 North East
Truck Court  Col 33 thru 49 9/30 g 10/1 653 East Truck Lane 10/18 f] 10/19 654 South Truck Court -
Col 17 thru 30 11/3 g 11/4 655 North West Truck Court-Col 1 thru 17 11/19 Q] 11/22 656 South West
Truck Court  Col 1 thru 17 1/14 ffl 1/17 657 West Truck Lane 11/24 CCD 12/2 658 East / South East
Parking  Col 30 thru 49 1/6 EB 1/11 659 Site Finishes 8/3 ^^^^"^^^^^^^^^^ 10/26 660 Sack and Patch
8/3 ^^^^^^^^""^^ 10/21 661 NE Truck Court Internal Screen 8/25 1 8/25 662~ NW Truck Court
Internal Screen 10/4 p 10/4 663 South Truck Court Internal Security Screen 8/3 | 8/3 664 Southern
Truck Court 10/1^^^10/19 665 Panel Group #1 10/1 I 10/1 666 Panel Group #2 10/6 j 10/6 667 Panel
Group #3 10/110 10/11 668 Panel Group #4 10/14(10/14 669 Panel Group#5 10/19 I 10/19 670 East
Parking Internal Security Screen 10/21 | 10/21 671 Caulk Screen / Waterproof Site Walls 8/4
^^^^^^^^^-^^^ 10/22 672 NE Truck Court Internal Screen 8/26 | 8/26 ^^^^^^^^^^^^^^^^^^___^^^^^^_ Page 16




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name 2Q10
3Q10 4Q10 1Q11 ~ 2Q11 Mar I Apr I May I Jun I Jul I Aug Sep Pel I Nov  I Dec Jan Feb Mar Apr May
J 673 NW Truck Court Internal Screen 10/5 | 10/5 674 South Truck Court Internal Security Screen
8/4(8/4 675 Southern Truck Court 10/4^^^10/20 676 Panel Group #1 10/4 [ 10/4 677 Panel Group #2
10/7 g 10/7 678 Panel Group #3 10/12(10/12 ~~679 Panel Group #4 10/15 I 10/15 680 Panel Group #5
10/20 J 10/20 6S1 East Parking Internal Security Screen 10/22 | 10/22 ~~682 Painting and Finish 8/5
^^^^^^^^^^^ 10/26 683 NE Truck Court Internal Screen 8/27 | 8/27 684 NW Truck Court Internal
Screen 10/6 j 10/6 685 South Truck Court Internal Security Screen 8/5 [ 8/5 686 Southern Truck
Court 10/5 ^^"^p 10/22 ~~687 Panel Group #1 10/5 g 10/6 688 Panel Group #2 10/8 g 10/11 689 Panel
Group #3 10/13 g 10/14 690 Panel Group #4 10/18 Q 10/19 691 Panel Group #5 10/21 B 10/22 692 East
Parking Internal Security Screen 10/25 0 10/26 693 Flatwork and Landscape 9/30
^^^^^~"^~^^^^^^^^^^^^^ 2/16 694 Fountain / Pool 12/14 II I I I I I I I I I I I 11 11 m 2/9 695
Fine Grade Flatwork and Landscape 9/30 ^^^^^^^^^^^^^^^^^^V 1/7 696 North Truck Court  Col 17 thru
33 9/30 g 10/1 ~697 North East Truck Court  Col 33 thru 49 10/4 p 10/5 698 East Truck Lane 10/8 B
10/11 699 South Truck Court  Col 17 thru 30 10/26 fl 10/27 700 North West Truck Court-Col 1 thru
17 11/11 ffl 11/12 701 South West Truck Court  Col 1 thru 17 1/6 | 1/7 702 West Truck Lane 11/16 Q
11/17 703 East / South East Parking  Col 30 thru 49 12/21 n 12/28 704 Ramps, Flatwork, Decorative
Flatwork 10/4 ^^^^^^^^^^^^^^^^^^^ 1/14 ~705~ North Truck Court  Col 17 thru 33 10/4 a 10/5 706
North East Truck Court  Col 33 thru 49 10/6 g 10/7 ^707~ East Truck Lane 10/12 g 10/13 ^708~ South
Truck Court  Col 17 thru 30 10/28 pjffl 11/10 ^09^ North West Truck Court  Col 1 thru 17 11/15 B
11/16 ~TkT~South West Truck Court  Col 1 thru 17 1/10 H 1/14 711 West Truck Lane 11/18 D
11/19 712 East/South East Parking-Col 30 thru 49 12/29 I I 1/12 713 Landscape and Irrigation 10/6
l^^^^^^^^^^^^^^^^^^^^^^"^ 2/16 714 Irrigation Rough-in 10/6 ^^^^^^^^^^^^^^^^^^^» 1/21 Page 17




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID [Task Name FZZ
2Q10 I 3Q10 ~ 4Q10 1Q11 2Q11 Mar Apr May Jun Jul I Aua ~~ Sep Oct Nov Dec Jan Feb Mar Apr May J_
715 North Truck Court-Col 17 thru 33 10/6 g 10/7 716 North East Truck Court  Col 33 thru 49 10/8
Fj 10/11 717 East Truck Lane 10/14 gg 10/15 718 South Truck Court-Col 17 thru 30 11/11 gg 11/12 719
North West Truck Court  Col 1 thru 17 11/17 FJ 11/18 720 South West Truck Court  Col 1 thru 17
1/17 E 1/21 721 West Truck Lane 11/22 g 11/23 722 East / South East Parking  Col 30 thru 49 1/13 ?
1/19 723 ~ Install Heads and Trim 10/8 ^^"""^^^^^^^^^^ 1/26 724 North Truck Court  Col 17 thru
33 10/8 Q 10/11 725 North East Truck Court  Col 33 thru 49 10/12 fl 10/13 726 East Truck Lane
10/18 g 10/19 727 South Truck Court  Col 17 thru 30 1/24 a 1/25 728 North West Truck Court  Col 1
thru 17 11/19 FJ 11/22 729 South West Truck Court  Col 1 thru 17 11/23 rmn 12/6 730 West Truck
Lane 11/24 FFFI 12/2 731 East / South East Parking  Col 30 thru 49 1/20 ? 1/26 732 Finish and
Adjust 10/12 ^^^^^^^^^^^^^^^^"^^ 2/2 733 North Truck Court  Col 17 thru 33 10/12 g 10/13 734 North
East Truck Court  Col 33 thru 49 10/14 rj 10/15 735 East Truck Lane 10/20 FJ 10/21 736 South Truck
Court  Col 17 thru 30 1 /26 g 1 /27 737 North West Truck Court  Col 1 thru 17 11/23 a 11/24 738
South West Truck Court  Col 1 thru 17 12/2 H 12/8 739 West Truck Lane 12/9 I 12/10 740 East /
South East Parking  Col 30 thru 49 1/27 EBB 2/2 741 Prep and Plant Trees 10/12
^^^"^"^^^^^^^^^^^^^ 2/2 742 North Truck Court  Col 17 thru 33 10/12 g 10/13 743 North East Truck
Court  Col 33 thru 49 10/14 gg 10/15 744 East Truck Lane 10/20 fj 10/21 745 South Truck Court -
Col 17 thru 30 1/26 g 1/27 746 North West Truck Court  Col 1 thru 17 11/23 Q 11/24 747 South West
Truck Court  Col 1 thru 17 12/7 EH 12/13 748 West Truck Lane 12/14 g 12/15 749 East / South East
Parking  Col 30 thru 49 1/27 n 2/2 750 Prep and Plant Shrubs 10/14 ^^^^"^^^^^^^^^^^^^^ 2/9 751
North Truck Court  Col 17 thru 33 10/14 | 10/15 752 North East Truck Court  Col 33 thru 49 10/18
g 10/19 753 East Truck Lane 10/22 [D 10/25 754 South Truck Court  Col 17 thru 30 1/28
FJ 1/31 755 North West Truck Court  Col 1 thru 17 12/2 g 12/3 756 South West Truck Court  Col 1
thru 17 12/14 fg 12/20 Page 18




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID jTask Name ~~
2Q10 3Q10 4Q10 I 1Q11 I 2Q11 , Mar Apr May Jun Jul Auq Sep Ocl Nov Dec Jan Feb Mar Apr May J___757
West Truck Lane 12/210 12/22 758 East / South East Parking  Col 30 thru 49 2/3 ? 2/9 759 Prep and
Plant Ground Cover 10/18 ^¦^^^^^^¦^^^¦^^^¦^^"^^^ 2/16 760 North Truck Court  Col 17 thru 33 10/18
[j 10/19 761 North East Truck Court  Col 33 thru 49 10/20 j] 10/21 762 East Truck Lane 10/26 g
10/27 763 South Truck Court  Col 17 thru 30 2/1 0 2/2 764 North West Truck Court  Col 1 thru 17
12/6 gj 12/7 765 South West Truck Court  Col 1 thru 17 12/21 |g3 12/28 766 West Truck Lane 12/29 g
12/30 767 East / South East Parking  Col 30 thru 49 2/10 ? 2/16 768 769 OFF-SITE IMPROVEMENTS 5/5
^^^^~^^^^^"^^^^^^^"^-^^^^^^^^^^^^^^^^^^^^ 3/16 770 PRIMARY WATER SERVICE 5/5
^^^^"^^"^^^i^^^^^^ 9/29 771 Highland Blvd  750 If 6/11^^-^^7/16 772 Traffic Control
Measures 6/11 g 6/11 773 Survey 6/14 I 6/14 774 Excavate 6/15 |J 6/17 775 Prepare Point of
Connection 6/17(6/17 776 Install Water System Piping, Laterals and Devices 6/17 [JJ 6/23 777
Install Thrust Blocks / Restraints 6/24 Q 6/28 778 Prepare Point of Connection 6/29 J 6/29 779 Load
and Test System 6/30 fj 7/1 ~^78<r~ Backfill 7/1 gg 7/6 781 Install Above Grade Devices 7/6 g
7/7 782 Charge, Test, Chlorinate and Inspect 7/8 gg 7/14 783 Complete Point of Connection / Active
Service 7/15 0 7/16 784 Sinclair Street and State Route 60 Crossing 5/5 ^^^^^^^^^^"^"^^^^^^^^^^^^^^
9/24 ^rei!- Survey 6/15 g 6/15 786 Prepare Access Roadway Bed 6/16 EB 6/22 787 Install
3 Class II Base Access Roadway 9/20 gj 9/24 788 Sinclair Street  2,500 If 6/16 ^^^^^^ 7/27 789
Traffic Control Measures 6/16 16/16 790 Survey 6/17 g 6/17 791 Excavate 6/18 FFFfl 6/29 792 Prepare
Point of Connection 6/21 J 6/21  793 Install Water System Piping, Laterals and Devio 6/24 inm 7/6
794 Install Thrust Blocks / Restraints 7/7 g 7/9 795 Load and Test System 7/12 Q 7/13 796 Backfill
7/13 Egg 7/22 797 Install Above Grade Devices 7/23 Efl 7/27  798 Caltrans Permits In Place ? 5/5 Page 19




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID |Task Name 2Q10 I
3Q10 I 4Q10 10.11 I 2Q11 Mar I Apr I May I Jun i Jul I Auq Sep Oct Nov I Dec I Jan I Feb I Mar I
Apr I May J___799 State Route GO Crossing  350 If 8/6 ^^^^"^^ 9/13 800 On-site Box Storm Drain
Completed and Backfil 4 8/12 801 Excavate Jack / Bore / Receiving Pit(s) 8/13 Q 8/16 802 Temporary
Controls / Measures in Place + 8/6 803 Jack and Bore 24 Steel Casing 8/17 gg 8/23 804 Install
Water System Piping 8/24 ETJ 8/30 805 Install Thrust Blocks / Restraints 9/2 g 9/3 806 Load and
Test System 9/7 [ 9/8 807 Backfill 9/8 FJ 9/10 808 Point of Connection to Above Grade Devices 9/10
Q 9/13 809 Charge, Test, Chlorinate and Inspect 9/13 Q 9/17 810 Complete Point of
Connection/Active Service ? 9/17 811 Along North and East Property Line  3,200 If 8/12 ^b^b^9/29 812 North Property Line Retaining Wall In Place + 8/12 813 Survey 8/13 [ 8/13 814
Excavate 8/16 II I I I I II 9/2 815 Prepare Point of Connection 8/17 a 8/17 816 Install Water
System Piping, Laterals and Devices 8/17 11 11 III 9/3 817 Install Thrust Blocks / Restraints 8/19
II I I I I FH 9/8 818 Load and Test System 8/27 gnn 9/10 819 Backfill 8/30 11 I I I I II 9/17 820
Install Above Grade Devices 9/17 g 9/20 821 Charge, Test, Chlorinate and Inspect 9/21 03) 9/27 822
Complete Point of Connection / Active Service 9/28 a 9/29 823 824 SEWER IMPROVEMENTS in REDLANDS
BLVD 7/12 ^^^^^^^^¦¦¦^^^^^^^^^^¦^ 12/3 825 Traffic Control Installed 7/12 a 7/13 826 Survey 7/14
Q 7/15 827 Rough Grade 7/16 ^^^ 7/29 828 Establish Erosion Control Measures 7/16 J3 7/19 829 Rough
Grade 7/20 Ffl 7/26 830 Rough Finish Roadway / Temporary Ditch 7/27 g 7/29 83f~ Sewer Main
Installation  4,700 If 7/30 ^^^^^^^^^^^^^^^""^^^^ 12/3 832 Station 157+63 to Station 159+40 7/30
H3 8/6 833 Station 159+40 to Station 164+38 8/9 H 8/13 834 Station 164+38 to Station 168+80 8/16 Q
8/23 835 Station 168+80 to Station 173+20 8/24 [H 8/30 836 Station 173+20 to Station 177+58 9/2 mq
9/10 837 Station 177+58 to Station 181+80 9/13 Q 9/17 838 Station 181+80 to Station 186+20 9/20 FfJ
9/27 839 Station 186+20 to Station 190+78 9/28 H3 10/4 840 Station 190+78 to Station 195+20 10/5 B3
10/12 Page 20




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J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID Task Name ^^^
2Q10 I 3Q10 4Q10 I 1Q11 ~T 2Q11 Mar I Apr I May I Jun I Jul I Aug I Sep I Oct I Nov 1 Dec I Jan I
Feb I Mar I Apr I May ___| J 841 Station 195+20 to Station 199+60 10/13 ID 10/19 842~ Station 199+60
to Station 204+80 10/20 [FR 10/27 843 Final Sewer Inspection and Approvals 10/28 g 10/29 844 Point
of Connection In Place 4 10/29 845 Finish Grade and Hardscape 11/1 ^^^"^ 12/3 846 Finish Grade
and Profile Ditch 11/1 fj 11/3 847 Concrete V Ditch and Headwall Structures 11/4 jFfFFI 11/17 848
Box Culverts 11/4 nTm 11/17 849 Final Pavement Patch 11/18 Eg 11/24 850 Pavement Marking Repairs
12/2 g 12/3 851 852 EUCALYPTUS AVE. STREET IMPROVEMENTS 6/16
^^^^^^^^^-^^^m^^^-^^^^^^^-^^^^^^^m^* 3/16 853 Rough Grade Roadway 6/24 ^"^^ 7/15 854
Station 10 thru 25 6/24 ? 6/30 855 Station 25 thru 45 7/1 ga 7/8 856 Station 45 thru 62 7/9 H 7/15
857 Utilities 6/16 ^^^^^^^^^^^^^"^^^^^^^^^^^^^^ 1/7 858 Box Culvert Line F Completed Across
Roadway ? 6/16 859 Sewer with Manholes 7/1 ^^^^^^^^^~*»i 9/7 860 Station 10 thru 27-1,700 If 7/1
^h^hb^ji8/3 861 Survey 7/1 | 7/1 862 Excavate 7/2 ? 7/8 863 Install Sewer Main and
Laterals 7/6 I I 7/20 864 Install Manholes Bottoms and Clean Out Ri 7/20 B 7/21 865 Backfill Lifts
7/22 EH 7/27 866 Continue Manholes and Clean-outs 10to 2 7/28 a 7/29 867 Top Out Manholes and
Clean-outs 7/29 0 7/30 868 Backfill Lifts 8/2 g 8/3 869 Station 27 thru 45-1,800 If 7/9 |^^^^^^^
8/18 870 Survey 7/9 I 7/9 871 Excavate 7/12 gg 7/15 872 Install Sewer Main and Laterals 7/21 I I
8/4 873 Install Manholes Bottoms and Clean Out Ri 8/4 rj 8/5 874 Backfill Lifts 8/6 ? 8/11 875
Continue Manholes and Clean-outs 10 to 2 8/12 0 8/13 ~~876~ Top Out Manholes and Clean-outs 8/13 n
8/16  877 Backfill Lifts 8/17 Q 8/18 ~~87B~ Station 45 thru 58 -1,300 If 7/16 ^^^^^^""^ 9/7 879
Survey 7/16 I 7/16 880 Excavate 7/19 rfl 7/22 881 Install Sewer Main and Laterals 8/5 11 I I I I
8/19 882 Install Manholes Bottoms and Clean Out Ri 8/19 a 8/20 Page 21




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID [Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar I Apr I May Jun I Jul I Aua ~ Sep Oct Nov Dec Jan Feb Mar Apr I
May I J 883 Backfill Lifts 8/23 ? 8/26 884 Continue Manholes and Clean-outs 10 to 2 8/27 ED 8/30
885 Top Out Manholes and Clean-outs 8/30 g 9/2 886 Backfill Lifts 9/3 H 9/7 887 Storm Drain 8/19
^~^^*» 10/22 888 Lateral F-9 Station 26 thru 12 -1,400 If 9/9 <^^""^^ 10/14 889 Survey 9/9
| 9/9 890 ~ Excavate 9/21 a 9/24 891 Install Storm Drain Piping 9/30 ? 10/7 892 Install Structures
10/8 Q 10/12 893 Backfill 10/11 B 10/14 894 Laterals F-9A thru F-9D 9/10 ^^^^^^^ 10/22 895 Survey
9/10 [ 9/10 896 Excavate 9/27 a 9/30 897 Install Storm Drain Piping 10/8 ? 10/15 898 Install
Structures 10/18 Q 10/20 899 Backfill 10/19 Q 10/22 900 Lateral F-8 Station 26 thru 45 -1,900 If
8/19 ^^^^ 9/10 901 Survey 8/19 0 8/19 ~902~ Excavate 8/20 ? 8/25 903 Install Storm Drain Piping
8/24 CZ3 9/2 904 Install Structures 9/3 EH 9/8 905 Backfill 97 B 9/10 906 Laterals F-8C thru F-8H
8/20 ^^^ 9/20 907 Survey 8/20 | 8/20 908 Excavate 8/26 L^ 9/2 909 Install Storm Drain Piping 9/3
LZZ] 9/13 910 Install Structures 9/14 fj 9/16 911 Backfill 9/15 H 9/20 912 Lateral F-8 Station 45
thru 59 -1,400 9/8 H^^^^ 9/28 913 Survey 9/8 i 9/8 914 Excavate 9/9 Q 9/14 915 Install Storm Drain
Piping 9/14 ? 9/21 916 Install Structures 9/22 [fl 9/24 917 Backfill 9/23 ffl 9/28 918 Laterals
F-8I thru F-8P 9/9 ^^^^^ 10/6 919 Survey 9/9 I 9/9 920 Excavate 9/15 B 9/20 921 install Storm Drain
Piping 9/22 ? 9/29 922 Install Structures 9/30 FJj 10/4 923 Backfill 10/1 EH 10/6 924 Domestic
Water System 9/21 ^^^^^^^^^^^m^^^^^^i12/28 Page 22




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBITS ID iTask Name I 2Q10
3Q10 I 4Q10 I 1Q11 I 2Q11 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J___925
Station 59 thru 45-1,400 If 10/25 ^^^^ 12/7 926 Survey 10/25 I 10/25 927 Excavate 10/26 CD
113 928 Install Water System Piping, Laterals and C 10/29 CZ3 11/8 929 Install Thrust
Blocks / Restraints 11/2 EH] 11/10 930 Load and Test System 11/9 g 11/12 ~~931 Backfill 11/9 EFfl
11/17 932 Install Above Grade Devices 11/17 pj 11/19 933 Charge, Test, Chlorinate and Inspect
11/22 FFffl 12/3 934 Complete Point of Connection / Active Serv 12/6 J 12/7 ~935~ Station 45 thru
25  2,000 If 9/21 ^^^^^"^^ 11 /5 936 Survey 9/21 j 9/21 937 Excavate 9/22 mm 10/5 938 Install
Water System Piping, Laterals and C 9/28 (FFFFI 10/11 ~939^ Install Thrust Blocks / Restraints 10/4
PTJ 10/15 940 Load and Test System 10/12 FJJ 10/19 941 Backfill 10/12 fffflj 10/25 942 Install
Above Grade Devices 10/25 a 1"/27 943 Charge, Test, Chlorinate and Inspect 10/28 gg 11/3 944
Complete Point of Connection / Active Serv 11/4 Q 11/5 945 Station 25 thru 11 -1,400 If 10/27
|^^^^^^^^ 12/28 946 Survey 10/27 | 10/27 947 Excavate 11/15 CD 11/23 948 Install Water System
Piping, Laterals and t 11/18 I I 12/3 949 Install Thrust Blocks / Restraints 11/22 n 111II 12/7 950
Load and Test System 12/3 H 12/9 951 Backfill 12/6 EQ 12/14 952 Install Above Grade Devices 12/14 a
12/16 953 Charge, Test, Chlorinate and Inspect 12/17 ggj 12/23 954 Complete Point of Connection /
Active Serv 12/27 g 12/28 955 Recycled Water System 9/22 ^^^^^^^^^^^^"^^^ 1/7 956 Station 59 thru
45 -1,400 If 10/26 ^^^^"^^^ 12/16 957 Survey 10/26 j 10/26 958 Excavate 11/4 ? 11/12 959 Install
Water System Piping, Laterals and C 11/9 CD 11/17 960 Install Thrust Blocks / Restraints 11/11 fj-g
11/19 961 Load and Test System 11/18 ffl 11/23 962 Backfill 11/18 Ffl=m 12/3 963 Install Above
Grade Devices 12/3 Q 12/7 964 Charge, Test, Chlorinate and Inspect 12/8 ffB 12/14 965 Complete
Point of Connection / Active Serv 12/15 | 12/16 966 Station 45 thru 25  2,000 If 9/22 ^^^^^^^^^^
11/19 Page 23




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I, LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID jTask Name I I
2Q10 I 3Q10 I 4Q10 I 1Q11 [ 2Q11 Mar I Apr May I Jun Jul Aug I Sep I Oct ~ Nov I Deo I Jan I Feb I
Mar I Apr I M~ay I J___967 Survey 9/22 1 9/22 968 Excavate 10/6 FFFFfl 10/19 969 Install Water
System Piping, Laterals and [ 10/12 mm 10/25 970 Install Thrust Blocks / Restraints 10/18 mfB 10/29
971 Load and Test System 10/26 ggg 11/2 972 Backfill 10/26 fffTm 11/8 973 Install Above Grade
Devices 11/8 E 11/10 974 Charge, Test, Chlorinate and Inspect 11/11 Q3 11/17 975 Complete Point of
Connection / Active Serv 11/18 Q 11/19 976 Station 25 thru 11 -1,400 If 10/28 ^^^^"^"^^^"^ 1/7 977
Survey 10/28 0 10/28 978 Excavate 11/24 I 1 12/9 979 Install Water System Piping, Laterals and C
12/6 ? 12/14 980 Install Thrust Blocks / Restraints 12/8 [ I 12/16 981 Load and Test System 12/14 n
12/20 982 Backfill 12/15 CD 12/23 983 Install Above Grade Devices 12/23 n 12/28 984
Charge, Test, Chlorinate and Inspect 12/29 I I 1/5 985 Complete Point of Connection/Active Serv 1/6
Q 1/7 986 Eucalyptus Ave Hardscape / Softscape Improvements WW ^^^^^^"^^^^^^^^^^^""^"^^V 3/16 987
Station 62 thru 45 12/17 ^^-^^^^^^^^ 2/28 988 Survey 12/17 gg 12/20 989 Curb Grade 12/20 fj 12/23
990 Site Concrete 12/27^^1/6 991 Street Curb and Spandrels 12/27 [CD 1/3 992 Drive Approaches
12/29 EH 1/3 993 Light Pole Bases 1/4 Q 1/6 ~994~ Paving 1/4 ^^"^ 124 ~995~
Fine Grade Street Paving 1/4 O 1/7 996 Base Coarse 1/1° B 1/12 997 Asphalt
Paving 1/13 Efl 1/17 998 Adjust Covers to Grade and Patch 1/18 0 1/19 999 Pavement Markings and
Signage 1/20 ES 1/24 1000 Dry Utility Systems 1/6 ^^^^^^^ 2/11 1001 Structures 1/6 H 1/10 1002
Primary Conduits and Pull Boxes 1/11 gg 1/14 1003 Street Lighting Conduits and Pull Boxes
1/17 ffl 1/20 1004 Install Street Lights 2/2 H 2/7 1005 Pull Conductors and Make Up
Street Lights 2/8 rj 2/11 1006 Sidewalks and Landscape 12/27 ^^^^^^^^^^^ 2/24 1007 Fine Grade 1/21
B 1/26 1008 Flatwork and Ramps 1/27 fa 2/1 Page 24




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##### 



J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID iTask Name 2Q10
3Q10 4Q10 1Q11 2Q11 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J___1009 Irrigation
Sleeves 12/27 a 12/28 1010 Rough-in Irrigation 1/31 B 2/3 1011 Irrigation Heads and Trim 2/3 Q 2/8
1012- Test Irrigation System 2/8(5 2/11 1013 Plant Trees 2/14 g 2/16 1014 Plant Shrubs
2/16 Q 2^1 1015 Install Ground Cover 2/21 H 2/24 1016 Final Cleaning 2/25 p 2/28 1017 Station 45
thru 25 11/18 ^^^^"^^^^» 2/4 1018 Survey 11/18 g 11/19 1019 Curb Grade 11/19^11/24 1020 Site
Concrete 12/2^^12/13 1021 Street Curb and Spandrels 12/2 mj 12/8 1022 Drive Approaches 12/6 B 12/8
1023 Light Pole Bases 12/9 Q 12/13 1024 Paving 12/9 ^"^ 12/30 1025 Fine Grade Street Paving 12/9 H
12/14 1026  Base Coarse 12/15 E 12/17 1027 Asphalt Paving 12/20 g 12/22 1028 Adjust Covers to
Grade and Patch 12/23 n 12/27 1029 Pavement Markings and Signage 12/28 B 12/30 1030 Dry Utility
Systems 12/13 ^"^^^^^ 1/20 1031 Structures 12/13 g 12/15 1032 Primary Conduits and Pull Boxes 12/16
E0 12/21 1033 Street Lighting Conduits and Pull Boxes 12/22 EQ 12/28 1034 Install Street Lights
1/11 H 1/14 ~1035 Pull Conductors and Make Up Street Lights 1/17 ffi 1/20 1036 Sidewalks and
Landscape 12/2 ^^^^^^^^"^ 2/2 1037 Fine Grade 12/29 FB 1/4 1038 Flatwork and Ramps 1/5 B 1/10
1039 Irrigation Sleeves 12/2 a 12/3 1040 Rough-in Irrigation 1/7 CD 1/12 1041 Irrigation Heads and
Trim 1/12 (Ffl 1/17 1042 Test Irrigation System 1/17 ED 1/20 1043 Plant Trees 1/21 H 1/25 1044
Plant Shrubs 1/25 g 1/28 1046 Install Ground Cover 1/28 BB 2/2 1046 Final Cleaning 2/3 |!) 2/4 1047
Station 25 thru 10 1/6 ^^^^^^^"^^^^ 3/16 ~T04lT Survey 1/s ? 1/7 1049 Curb
Grade 1/7 ? 1/12 1050 Site Concrete 1/13 *^^ 1/24 Page 25




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##### 



J. D. Diflenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK  SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT B ID |Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 ~~ Mar I Apr I May I Jun I Jul Aug I Sep I Oct I Nov I ~ Dec I Jan I
Feb I Mar Apr I May I J 1051 Street Curb and Spandrels 1/13 ? 1/19 1052 Drive Approaches 1/17 0
1/19 1053 Light Pole Bases 1/20 ? 1/24 1054 Paving 1/20 ^"^^ 2/9 1055 Fine Grade Street Paving 1/20
g 1/25 1056 Base Coarse 1/26 Q 1/28 1057 Asphalt Paving 1/31 B 2/2 1058~~ Adjust Covers to Grade
and Patch 2/3 Q 2/4 1059 Pavement Markings and Signage 2/7 Fj 2/9 1060 Dry Utility Systems 1/24
^^m^m^3/1 1061 Structures 1/24 Q 1/26 1062 Primary Conduits and Pull Boxes 1/27 ? 2/1
1063 Street Lighting Conduits and Pull Boxes 2/2 ? 2/7 1064 Install Street Lights 2/18 H 2/23 1065
Pull Conductors and Make Up Street Lights 2/24 rg 3/1 1066 Sidewalks and Landscape 1/13 ^^^"^^^^^^
3/14 1067 Fine Grade 2/8 Q 2/11 1068 Flatwork and Ramps 2/14 Q 2/17 1069 Irrigation Sleeves 1/13 B
1/14 1070 Rough-in Irrigation 2/16 ? 2/21 1071 Irrigation Heads and Trim 2/21 Q 2/24 1072 Test
Irrigation System 2/24 ? 3/1 1073~ Plant Trees 3/2 ? 3/4 1074 Plant Shrubs 3/4 ? 3/9 1075 Install
Ground Cover 3/9 ? 3/14 ~r076~ Final Cleaning 3/15 p 3/16 Page 26




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##### 



EXHIBIT C
 MH00-121-226  Highland Fariview Corporate Park  General Contractor
 SKECHERS PROJECT DIRECTORY
 DEVELOPER
    
    BLDG.
    
    On-Site
    
    Off-SiteHIGHLAND FAIRVIEWCorporate Office: *
    
    Corporate Office: **3070 Bristol Street, Suite 320
    
    14225 Corporate WayCosta Mesa, California 92626
    
    Moreno Valley, California 92553Iddo Benzeevi **President & Chirf Executive OfficerOffice:
    
    951-867-5301
    
    E-Mail:      ibenzeevi@highlandfairview.comFax:
    
    951-867-5302Cell:
    
    310-500-7117Danette Fenstermacher *Executive Vice President & Chief Operations OfficerOffice:
    
    714-824-8001
    
    E-Mail:      danette@highlandfairview.comFax:
    
    714-824-8002Cell:
    
    714-271-6703Brian Hixson *
    
    
    
    
    
    X
    
    XVice President of Land DevelopmentOffice:
    
    714-824-8023
    
    E-Mail:      bhixson@highlandfairview.comFax:
    
    714-824-8024Cell:
    
    951-520-5015Jack Stones **Vice President of ConstructionOffice:
    
    951-867-5317
    
    E-Mail:      jstones@highlandfairview.com
    
    X
    
    X
    
    XFax:
    
    951-867-5318Cell:
    
    951-201-3329Joe Stone **Senior Site Superintendent
    
    
    
    
    
    X
    
    XOffice:
    
    951-867-5373
    
    E-Mail:      jstones@highlandfairview.comFax:
    
    951-867-5374Cell:
    
    951-489-6872Paul Fierro **senior Site Superintendent
    
    
    
    X
    
    X
    
    XOffice:
    
    951-867-5373
    
    E-Mail:      pfierro@highlandfairview.comFax:
    
    951-867-5374Cell:
    
    951-489-6871




---



##### 



EXHIBIT C
 MH00-121-226  Highland Fariview Corporate Park  General Contractor
 DEVELOPER
    
    BLDG.
    
    On-Site
    
    Off-SiteSKECHERS USA1670 Champagne Avenue **
    
    1777 South Vintage Avenue *Ontario, California 91761
    
    Ontario, California 91761Paul Galliher *Office:
    
    909-390-1600 x 2619
    
    E-Mail:      paulg@skechers.comFax:
    
    909-390-1648Cell:Mickey Griffin **Office:
    
    909-390-1600 x 2671
    
    E-Mail:      mickeyg@skechers.comFax:
    
    909-390-1632Cell:Bud Biggs *Director of I. T.Office:
    
    909-390-1600
    
    E-Mail:      budb@skechers.comFax:
    
    909-390-1632Cell:Greg Drivas *Director of Loss PreventionOffice:
    
    909-390-1600
    
    E-Mail:      gdrivas@skechers.comFax:
    
    909-390-1632Cell:
 BUILDING ARCHITECT
    
    BLDG.
    
    On-Site
    
    Off-SiteHPA, INC18831 Bardeen Avenue, Suite 100Irvine, California 92612Yong NamPartnerOffice:
    
    949-863-1770 x 138
    
    E-Mail:      yong@hparchs.com
    
    XFax:
    
    949-863-0851Direct:
    
    949-862-2118




---



##### 



EXHIBIT C
 MH00-121-226  Highland Fariview Corporate Park  General Contractor
 BUILDING ARCHITECT
    
    BLDG.
    
    On-Site
    
    Off-SiteInsik ChangProject ArchitectOffice:
    
    949-863-1770 x 115
    
    E-Mail:      insik@hparchs.com
    
    XFax:
    
    949-863-0851Direct:
    
    949-862-2115Bridget HerdmanProject ArchitectOffice:
    
    949-863-1770 x 119
    
    E-Mail:      bridget@hparchs.com
    
    XFax:
    
    949-863-0851Direct:
    
    949-862-2119
 STRUCTURAL ENGINEER
    
    BLDG.
    
    On-Site
    
    Off-SiteKRAMER ENGINEERING, INC.3002 Dow Avenue , Suite 136Tustin, California 92780David KramerPresident / Structural EngineerOffice:
    
    714-838-6222
    
    E-Mail:      info@kramerengineeringinc.com
    
    XFax:
    
    714-838-2023Direct:
    
    714-402-1292John WhitemanProject EngineerOffice:
    
    714-838-6222 x 116
    
    E-Mail:      johnw@kramerengineeringinc.com
    
    XFax:
    
    714-838-2023Direct:
    
    714-402-1292
 SOILS ENGINEER
    
    BLDG.
    
    On-Site
    
    Off-SiteLEIGHTON & ASSOCIATES, CIN.41715 Enterprise Circle N., Suite 103Temecula, California 92590Bob RihaV.P.Office:
    
    951-252-8914
    
    E-Mail:      rriha@leightongroup.com
    
    
    
    X
    
    XFax:
    
    951-296-0534Cell:
    
    951-830-9290




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##### 



EXHIBIT C
 MH00-121-226  Highland Fariview Corporate Park  General Contractor
 CIVIL ENGINEER
    
    BLDG.
    
    On-Site
    
    Off-SiteRBF CONSULTING14725 Alton ParkwayIrvine, California 92618-2027Patrick F. RevereSenior Associate / Project Manager
    
    
    
    
    
    X
    
    XOffice:
    
    949-855-5716
    
    E-Mail:      prevere@rbf.comFax:
    
    949-472-8122Cell:
    
    949-910-8807
 DRY UTILITY CONSULTANT
    
    BLDG.
    
    On-Site
    
    Off-SiteBUTSKO, INC.74-130 Country Club Drive, Suite 102Palm Desert, California 92260Eddie PablosSenior Project Manager
    
    
    
    
    
    X
    
    XOffice:
    
    760-601-3390
    
    E-Mail:      epablos@butskoutility.comFax:
    
    760-346-8518Cell:
 LANDSCAPE ARCHITECT CONSULTANT
    
    BLDG.
    
    On-Site
    
    Off-SiteLANDARCWEST16361 Scientific WayIrvine, California 92618Paul T. WongSenior Principle
    
    
    
    
    
    X
    
    XOffice:
    
    949-224-0040
    
    E-Mail:      p.wong@landarcwest.comFax:
    
    949-224-0044Cell:Darin FarnworthAssociate, Senior Designer
    
    
    
    
    
    X
    
    XOffice:
    
    949-224-0040
    
    E-Mail:      d.farnworth@landarcwest.comFax:
    
    949-224-0044Cell:
 LEED CERTIFICATION & COMMISSIONING
    
    BLDG.
    

On-Site
    
    Off-SiteLPA, ARCHITECTS5161 California Avenue, Suite 100Irvine, California 92617




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##### 



EXHIBIT C
 MH00-121-226
 Highland Fariview Corporate Park  General Contractor
 LEED CERTIFICATION & COMMISSIONING
    
    BLDG.
    

On-Site
    
    Off-SiteErik RingDirector of MEP Services / LEED Accredited Professional
    
    XOffice:
    
    949-261-1001
    
    E-Mail:      ering@lpainc.comFax:
    
    949-701-4398Cell:FARNSWORTH GROUP9431 Haven Avenue, Suite 117Rancho Cucamonga, California 91730Oliver WuCommissioning Manager
    
    
    
    XOffice:
    
    909-912-1860
    
    E-Mail:      owu@f-w.comFax:
    
    909-912-1861Cell:
    
    909-635-5030
 GENERAL CONTRACTOR
    
    BLDG.
    
    On-Site
    
    Off-SiteDIFFENABUGH6865 Airport DriveRiverside, California 92504Jeff DaleVice PresidentOffice:
    
    909-351-6865
    
    E-Mail:      jdale@diffenbaugh.com
    
    X
    
    X
    
    XFax:
    
    951-351-6880Cell:
    
    909-906-8148Wendell Jackson
    
    
    
    X
    
    X
    
    XSenior EstimatorOffice:
    
    909-351-6865
    
    E-Mail:      wjackson@diffenbaugh.comFax:
    
    951-351-6880Cell:
 GENERAL CONTRACTOR
    
    BLDG.
    
    On-Site
    
    Off-SitePaul Richardson
    
    
    
    X
    
    X
    
    XProject ManagerOffice:
    
    909-351-6865
    
    E-Mail:      prichardson@diffenbaugh.comFax:
    
    951-351-6880Cell:
    
    951-906-8077




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##### 



EXHIBIT C
 : MH00-121-226  Highland Fariview Corporate Park  General Contractor
 GENERAL CONTRACTOR
    
    BLDG.
    
    On-Site
    
    Off-SiteJoe Hamilton, SR
    
    
    
    X
    
    X
    
    XGeneral SuperintendentOffice:
    
    909-351-6865
    
    E-Mail:      jhamilton@diffenbaugh.comFax:
    
    951-351-6880Cell:
    
    951-906-8365Bob Sanchez
    
    
    
    X
    
    X
    
    XSenior SuperintendentOffice:
    
    909-351-6865
    
    E-Mail:      bsanchez@diffenbaugh.comFax:
    
    951-351-6880Cell:
    
    951-377-7918Joe Schlemmer
    
    
    
    X
    
    X
    
    XSite SuperintendentOffice:
    
    909-351-6865
    
    E-Mail:      jschlemmer@diffenbaugh.comFax:
    
    951-351-6880Cell:
    
    951-906-8522Shawn Lagana
    
    
    
    X
    
    X
    
    XProject engineerOffice:
    
    909-351-6865
    
    E-Mail:      slagana@diffenbaugh.comFax:
    
    951-351-6880Cell:
    
    951-906-8439Paul Lindley
    
    
    
    X
    
    X
    
    XWarrantee & Safety DirectorOffice:
    
    909-351-6865
    
    E-Mail:      plindley@diffenbaugh.comFax:
    
    951-351-6880Cell:
    
    951-906-8354
 CONCRETE
CONTRACTOR
    
    BLDG.
    
    On-Site
    
    Off-SiteINLAND CONCRETE CONSTRUCTORS6879 Airport DriveRiverside, California 92504Rob Fazio
    
    
    
    X
    
    XCOO / General ManagerOffice:
    
    951-351-7770
    
    E-Mail:      rfazio@inlandconcrete.netFax:
    
    951-351-7776Cell:
    
    909-208-2459




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##### 



EXHIBIT C
 MH00-121-226  : Highland Fariview Corporate Park  General Contractor
 CONCRETE
CONTRACTOR
    
    BLDG.
    
    On-Site
    
    Off-SiteAdrian Cruz
    
    
    
    X
    
    XDirector of Field OperaationsOffice:
    
    951-351-7770
    
    E-Mail:      acruz@inlandconcrete.netFax:
    
    951-351-7776Cell:
    
    909-208-2519
 DESIGN-BUILD
SUBCONTRACTORS
    
    BLDG.
    
    On-Site
    
    Off-SiteTBDElectrical:Merclan Electric, California 92260Office:
    
    
    
    E-Mail:
    
    X
    
    X
    
    XFax:Cell:Mechanical:Blake Air Conditioning, California 92260Office:
    
    
    
    E-Mail:
    
    X
    
    X
    
    XFax:Cell:Plumbing:A Good PlumbingCalifornia 92260Office:
    
    
    
    E-Mail:
    
    X
    
    X
    
    XFax:Cell:




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##### 



EXHIBIT C
 MH00-121-226  Highland Fariview Corporate Park  General Contractor
 DESIGN-BUILD
SUBCONTRACTORS
    
    BLDG.
    
    On-Site
    
    Off-SiteAdvance Fire
Protection, Inc.615 South OaksOntario, California 91762Chris Holland
    
    
    
    X
    
    X
    
    XGeneral ManagerOffice:
    
    909-460-2510
    
    E-Mail:      cholland@advancofire.comFax:
    
    909-460-2513Cell:
    
    909-560-6187Josh Huber
    
    
    
    X
    
    X
    
    XProject EngineerOffice:
    
    909-460-2510
    
    E-Mail:      jhuber@advancofire.comFax:
    
    909-460-2513Cell:
    
    909-560-6187
 SKECHERS
 - VENDORS
    
    BLDG.
    
    On-Site
    
    Off-SiteWynright Engineers & Integrators14373 Telephone Avenue *
    
    1480 W. Willow Drive **Chino, California 91710
    
    Kaysville, Utah 84037Bob Liebe *PresidentOffice:
    
    909-902-9880 x 275
    
    E-Mail:      bliebe@wynright.comFax:
    
    909-902-9660Cell:
    
    909-895-9440Jason Henkle *Project EngineerOffice:
    
    909-902-9880 x 254
    
    E-Mail:      jhenkle@wynright.comFax:
    
    909-902-9660Cell:
    
    909-896-0921Jim Neuner **V.P. Systems SalesOffice:
    
    801-444-7112
    
    E-Mail:      jneuner@wynright.comFax:
    
    909-902-9660Cell:
    
    801-698-8861




---



##### 



EXHIBIT C
 MH00-121-226  Highland Fariview Corporate Park  General Contractor
 SKECHERS - VENDORS
    
    BLDG.
    
    On-Site
    
    Off-SiteDan Au *Project ManagerOffice:
    
    909-902-9880 x 232
    
    E-Mail:      dau@wynright.comFax:
    
    909-902-9660Cell:
    
    909-224-6664Patrick ThibalutProject ManagerOffice:
    
    909-902-9880 x 278
    
    E-Mail:      pthibault@wynright.comFax:
    
    909-902-9660Cell:
    
    909-702-6114Premier Fire Consulting, LLCGreg CoxOffice:
    
    562-865-5134
    
    E-Mail:      greg@premier-fire.netFax:
    
    562-865-2004Cell:Firemans Fund Insurance CaompanyCraig D Spansail MSc, CFPSSenior HPR EngineerOffice:
    
    818-217-4708
    
    E-Mail:      craig.spansail@ffic.comFax:
    
    818-383-0757Cell:TYCO Fire & Security  ADT1120 Palmyrity Avenue, Suite 280Riverside, California 92507Senior Commercial Account ExecutiveOffice:
    
    951-680-3554
    
    E-Mail:      pantolowitz@adt.comFax:
    
    951-787-8275Cell:Dependable VendingPat MauleProject EngineerOffice:
    
    
    
    E-Mail:Fax:Cell:




---



##### 



EXHIBIT D
 MH00-121-226A  Highland Fairview Corporate Park  General Contractor
 SKECHERS PROJECT BUDGET
 Account Code
    
    CSI
    
    Description
    
    Total3-40000-1021
    
    00-7213
    
    General Conditions
    
    
    [*]3-40000-1015
    
    01-3100
    
    Project Management & Coordination
    
    
    [*]3-40000-1012
    
    01-5126
    
    Temporary Power & Lighting
    
    
    [*]3-40000-1010
    
    01-5623
    
    Temporary Barricades
    
    
    [*]3-40000-1011
    
    01-5626
    
    Temporary Fencing
    
    
    [*]3-20000-1054
    
    01-5723
    
    Temporary Storm Water Pollution (SWPPP)
    
    
    [*]3-40000-1002
    
    01-7423
    
    Final Cleaning
    
    
    [*]General
Conditions Subtotal
    
    $
    [*]3-25000-1004
    
    02-2113
    
    Survey & Control
    
    
    [*]13-1213
    
    Fountain Entry Feature (Reflecting Pond)
    
    
    [*]3-20000-1000
    
    31-2213
    
    Grading Rough & Precise
    
    
    [*]3-20000-7052
    
    
    
    Landscape Maintenance
    
    
    [*]3-20000-2073
    
    32-1123
    
    Aggregate Base (Fire Road & Maintenance)
    
    
    [*]3-23000-1045
    
    32-1313
    
    Concrete Paving
    
    
    [*]3-20000-4084
    
    32-1219
    
    Asphalt Paving
    
    
    [*]Theodore Ramp -Allowance
    
    
    [*]Theodore Street
    
    
    [*]3-20000-5020
    
    31-1316
    
    Stamped Concrete Paving
    
    
    [*]3-20000-5008
    
    32-1613.16
    
    Cast-ln-Place Concrete Curbs
    
    
    [*]3-20000-4032
    
    32-1723
    
    Pavement Markings, Signage, Tactile Surfacing
    
    
    [*]3-20000-7547
    
    32-3113
    
    Chain Link Fencing & Gates
    
    
    [*]3-24003-3053
    
    32-3213
    
    Cast-ln-Place Concrete Screen Walls
    
    
    [*]3-24032-3119
    
    32-3119
    
    Decorative Metal Fences & Gates
    
    
    [*]3-20000-7550
    
    32-3219
    
    Unit Masonry Walls
    
    
    [*]3-20000-7012
    
    32-8413
    
    Irrigation & Drip Systems
    
    
    [*]3-20000-7001
    
    32-9113.26
    
    Landscape Planting
    
    
    [*]3-20000-3501
    
    33-1116
    
    Water Domestic
    
    
    [*]Redlands Ramp Domestic Water Loop Connector
    
    
    [*]3-20000-3547
    
    33-1119
    
    Water Fire
    
    
    [*]3-20000-3001
    
    33-3113
    
    Sanitary Sewer Systems
    
    
    [*]3-20000-2001
    
    33-4113
    
    Storm Drainage systems
    
    
    [*]3-20000-2030
    
    33-4216
    
    Concrete Storm Drainage Box Culverts
    
    
    [*]3-20000-6012
    
    33-7139-23
    
    Site Underground Electrical
    
    
    [*]3-20000-6012
    
    33-7119.13
    
    Site Electrical Transformers & Vault
    
    
    [*]3-20000-6012
    
    33-7139-23
    
    Offsite Electrical Form Dracaea
    
    
    [*]3-20000-6012
    
    33-7183
    
    Offsite Electrical (60 HWY Jack & Bore)
    
    
    [*]3-20000-6014
    
    33-8113
    
    Low Voltage-Dry Utilities (Communications)
    
    
    [*]3-20000-7085
    
    12-9313
    
    Bike Racks, Benches, Pots, Urns, Trash Recept
    
    
    [*]2051477
    
    10-7516
    
    Flag Poles
    
    
    [*]3-20000-7543
    
    32-3119
    
    Structural Steel (Trash Gates & Lids)
    
    
    [*]3-24009-9100
    
    09-9113
    
    Paint
    
    
    [*]3-20000-7009
    
    26-3213
    
    Site Electrical & generator
    
    
    [*]Site Subtotal
    
    $
    [*]
 
 *
    
    Confidential Portions Omitted and Filed Separately with the Commission.




---



##### 



EXHIBIT D
 MH00-121-226A  Highland Fairview Corporate Park  General Contractor
 SKECHERS PROJECT BUDGET
 Account Code
    
    CSI
    
    Description
    
    Total03-2100
    
    Reinforcement Steel
    
    
    [*]03-3100
    
    Cast-ln-Place Concrete
    
    
    [*]05-1223
    
    Structural Steel building
    
    
    [*]05-3113
    
    Metal Deck
    
    
    [*]05-7313
    
    Glazing Decorative Metal Railing
    
    
    [*]06-1113
    
    Rough Carpentry
    
    
    [*]06-1516
    
    Panelized Roof
    
    
    [*]06-2033
    
    Interior Finish Carpentry (Millwork)
    
    
    [*]06-8200
    
    Glass Fiber reinforced Plastic (Marlite)
    
    
    [*]07-1113
    
    Bituminous Dampproofing
    
    
    [*]07-2116
    
    Blanket Insulation
    
    
    [*]07-4213
    
    Metal Wall/Soffit Panels
    
    
    [*]07-5423
    
    Thermoplastic Polyolefin Roofing
    
    
    [*]07-6200
    
    Sheet Metal Flashing a trim
    
    
    [*]07-7236
    
    Smoke Ventilating Skylights
    
    
    [*]Vertical Joint Sealant
    
    
    [*]07-9216
    
    Rigid Joint Sealants
    
    
    [*]08-1213
    
    Doors/Frames/Hardware
    
    
    [*]08-3619
    
    Multi-Leaf Vertical Lift Doors
    
    
    [*]08-8000
    
    Glass & Glazing
    
    
    [*]09-2116
    
    Gypsum Board Assemblies
    
    
    [*]09-3100
    
    Thin-Set Tiling
    
    
    [*]09-5113
    
    Acoustical Panel Ceilings
    
    
    [*]09-6223
    
    Bamboo Flooring
    
    
    [*]09-6536
    
    Static Control Resilient Flooring
    
    
    [*]09-6816
    
    Sheet Carpeting
    
    
    [*]09-6953
    
    Access Flooring Accessories (Mats)
    
    
    [*]09-9100
    
    Painting & wall Covering
    
    
    [*]09-9723
    
    Concrete Coating Floor Sealer
    
    
    [*]10-1400
    
    Plastic Signage restrooms
    
    
    [*]10-2813.13
    
    Metal toilet Compartments & Accessories
    
    
    [*]10-4116
    
    Emergency Key Cabinets (Knox Box)
    
    
    [*]10-4416
    
    Fire Extinguisher & Cabinets
    
    
    [*]10-5113
    
    Lockers (solid Plastic)
    
    
    [*]10-8213
    
    Decorative Airfoil Louvers & Wire Screening
    
    
    [*]11-1313
    
    Loading Dock Bumpers
    
    
    [*]12-2413
    
    Roller Window Shades
    
    
    [*]14-2423
    
    Hydraulic Passenger Elevator
    
    
    [*]21-1313
    
    Wet-Pipe Sprinkler System
    
    
    [*]22-4213
    
    Commercial Water Closet, Urinals, Fixtures
    
    
    [*]23-0000
    
    Heating, Ventilating & Air Conditioning
    
    
    [*]26-0100
    
    Electrical
    
    
    [*]26-5113
    
    Lighting
    
    
    [*]28-3100
    
    Fire Alarm System
    
    
    [*]Building Subtotal
    
    $
    [*]
 
 *
    
    Confidential Portions Omitted and Filed Separately with the Commission.




---



##### 



EXHIBIT D
 MH00-121-226A  Highland Fairview Corporate Park  General Contractor
 SKECHERS PROJECT BUDGET
 Account Code
    
    CSI
    
    Description
    
    TotalPROJECT BUDGET SUMMARYGCs
    
    $
    [*]Site
    
    $
    [*]Building
    
    $
    [*]Subtotal
    
    $
    [*]Pre-Purchase of Steel & Sprinkler Pipe
    
    -$
    [*]Subtotal
    
    
    [*]Professional Insurance  Design Build
    
    
    [*]Diffenbaugh Professional Lib / Polluition
    
    
    [*]Liability Insurance & Sub-Guard (0.5%)
    
    
    [*]Subtotal
    
    $
    [*]Overhead & Profit (1.75%)
    
    
    [*]Subtotal
    
    $
    [*]Bond/Subguard Fees (1.15%)
    
    $
    [*]Subtotal
    
    $
    [*]Bond Three Major Subcontractors
    
    
    [*]Contingency Allowance
    
    
    [*]Contract Total
    
    $
    [*]
 
 *
    
    Confidential Portions Omitted and Filed Separately with the Commission.




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 EXHIBIT E
  SKECHERS DISTRIBUTION CENTER
  ARCHITECTURALA0.1
    
    Highland Fairview Corporate Park Title Sheet  ASI #2
    
    11/11/2008
    
    Delta 2A0.2
    
    Highland Fairview Corporate Park General Sheet
    
    5/21/2008A0.3.1
    
    Disability Access Notes
    
    5/21/2008A0.3.2
    
    Disability Access Notes
    
    5/21/2008A0.3.3
    
    Disability Access Notes
    
    5/21/2008A1.1
    
    Overall Site Plan
    
    5/21/2008A1.2
    
    Enlarged Site Plan
    
    5/21/2008A1.3
    
    Enlarged Site Plan
    
    5/21/2008A1.4
    
    Enlarged Site Plan
    
    12/4/2008
    
    Delta 4A1.5
    
    Enlarged Site Plan
    
    12/4/2008
    
    Delta 5A1.6
    
    Enlarged Site Plan
    
    12/4/2008
    
    Delta 6A1.7
    
    Pump House Plans
    
    5/21/2008A1.8
    
    Enlarged Site Plan
    
    12/4/2008
    
    Delta 4A2.1
    
    Overall Floor Plan
    
    5/21/2008A2.2
    
    Enlarged Floor Plan  ASI #4
    
    1 /28/2009
    
    Delta 6A2.3
    
    Enlarged Mezzanine Plan  ASI #2
    
    11/11/2008
    
    Delta 2A2.4
    
    Enlarged Floor Plan
    
    5/21/2008A2.5
    
    Enlarged Floor Plan
    
    5/21/2008A2.6
    
    Enlarged Floor Plan
    
    5/21/2008A2.7
    
    Enlarged Floor Plan  ASI #2
    
    11/11/2008
    
    Delta 3A2.8
    
    Enlarged Restroom Plan
    
    5/21/2008A2.9
    
    Enlarged Restroom Plan  ASI #4
    
    1/28/2009
    
    Delta 6A2.10
    
    Enlarged Stair Plan
    
    5/21/2008A2.11
    
    Reflected Ceiling Plan  ASI #4
    
    1/28/2009
    
    Delta 6A2.12
    
    Reflected Ceiling Plan  ASI #2
    
    11/11/2008
    
    Delta 2A2.13
    
    Reflected Ceiling Plan  ASI #4
    
    1 /28/2009
    
    Delta 6A2.14
    
    Floor Plan  ASI #2
    
    11/11/2008
    
    Delta 2A2.15
    
    Enlarged Floor Plan
    
    5/21/2008A2.16
    
    Enlarged Roof Plan
    
    5/21/2008A3.1
    
    Elevations
    
    5/21/2008A3.2
    
    Elevations
    
    5/21/2008A3.3
    
    Elevations
    
    5/21/2008A3.4
    
    Elevations
    
    5/21/2008A3.5
    
    Elevations  ASI #2
    
    11/11/2008
    
    Delta 2A4.1
    
    Wall Section
    
    5/21/2008A4.2
    
    Wall Section  ASI #2
    
    11/11/2008
    
    Delta 2A4.3
    
    Wall Section
    
    5/21/2008A4.4
    
    Wall Section
    
    5/21/2008A4.5
    
    Wall Section
    
    5/21/2008




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 ARCHITECTURAL CONTINUATIONA4.6
    
    Wall Section
    
    5/21/2008A4.7
    
    Wall Section
    
    5/21/2008A5.1
    
    Room Finish Schedule  ASI #2
    
    11/11/2008
    
    Delta 3A5.1A
    
    Door Hardware Schedule
    
    5/21/2008A5.2
    
    Door Schedule
    
    11/11/2008
    
    Delta 2A5.3
    
    Room Finish Legend  ASI #2
    
    11/11/2008
    
    Delta 2A5.4
    
    First Floor Office Finish Plan  ASI #2
    
    11/11/2008
    
    Delta 2A5.5
    
    Mezzanine Finish Plan  ASI #2
    
    11/11/2008
    
    Delta 2A5.6
    
    Finish Plan @ Warehouse
    
    5/21/2008A6.1
    
    Interior Elevations  ASI #2
    
    11/11/2008
    
    Delta 2A6.2
    
    Interior Elevations  ASI #3
    
    11/11/2008
    
    Delta 3A6.3
    
    Interior Elevations  ASI #4
    
    11/11/2008
    
    Delta 4A6.4
    
    Interior Elevations
    
    5/21/2008A6.5
    
    Interior Elevations
    
    5/21/2008A6.6
    
    Interior Elevations  ASI #2
    
    11/11/2008
    
    Delta 2A6.7
    
    Not UsedA6.8
    
    Interior Elevations
    
    5/21/2008A6.9
    
    Interior Elevations
    
    5/21/2008A6.10
    
    Interior Elevations
    
    5/21/2008AD.1
    
    Details
    
    5/21/2008AD.1A
    
    Site Details for ADA Access
    
    12/4/2009
    
    Delta 4AD.2
    
    Details
    
    5/21/2008AD.3
    
    Details  ASI #1
    
    9/15/2008
    
    Delta 1AD.3A
    
    Details  ASI #3
    
    12/30/2008
    
    Delta 5AD.4
    
    Details
    
    5/21/2008AD.5
    
    Details
    
    5/21/2008AD.6
    
    Details
    
    5/21/2008AD.7
    
    Details
    
    5/21/2008AD.8
    
    Details
    
    5/21/2008AD.9
    
    Details
    
    5/21/2008AD.10
    
    Details  ASI #2
    
    11/11/2008
    
    Delta 2AD.11
    
    Details  ASI #2
    
    11/11/2008
    
    Delta 2EGRESS PLANT01
    
    Title Layout Egress Plan West Section
    
    12/10/2008
    
    Rev. 05T02
    
    Title Layout Egress Plan Center Section Mezzanine Level
    
    12/10/2008
    
    Rev. 05T03
    
    Title Layout Egress Plan Center Section Floor Level
    
    12/10/2008
    
    Rev. 05T04
    
    Title Layout Egress Plan East Section
    
    12/10/2008
    
    Rev. 05Floor Level Restrooms / Mezzanine Level Restrooms
    
    12/10/2008STRUCTURALS1
    
    Foundation Plan  ASI #4
    
    1/28/2009
    
    (Delta 6)S2
    
    Foundation Plan  ASI #4
    
    1/28/2009
    
    (Delta 6)S3
    
    Foundation Plan  ASI #4
    
    1/28/2009
    
    (Delta 6)S4
    
    Partial Enlarged Foundation Plan  ASI #4
    
    1/28/2009
    
    (Delta 6)S5
    
    Partial Enlarged Foundation Plan
    
    7/25/2008S6
    
    Partial Enlarged Foundation Plan
    
    7/25/2008




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 STRUCTURAL
CONTINUATIONS7
    
    Partial Enlarged Foundation Plan  ASI #2
    
    11/11/2008
    
    Delta 2S8
    
    Mezzanine Floor Framing Plan  ASI #2
    
    11/11/2008
    
    Delta 3S9
    
    Partial Roof Framing Plan  ASI #4
    
    1/28/2009
    
    Delta 6S10
    
    Partial Roof Framing Plan  ASI #4
    
    1/28/2009
    
    Delta 6S11
    
    Partial Roof Framing Plan  ASI #4
    
    1/28/2009
    
    Delta 6S12
    
    Roof Information
    
    7/25/2008S13
    
    Partial Enlarged Roof Framing Plan  ASI #4
    
    1 /28/2009
    
    Delta 6S14
    
    Partial Enlarged Roof Framing Plan  ASI #1
    
    9/15/2008
    
    Delta 1S15
    
    Partial Enlarged Roof Framing Plan  ASI #4
    
    1/28/2009
    
    Delta 6S15A
    
    Curtain Wall Framing Plan
    
    7/25/2008S16
    
    Partial Enlarged Roof Framing Plan  ASI #2
    
    11/11/2008
    
    Delta 2S17
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S18
    
    Panel Elevation  ASI #1
    
    9/16/2008
    
    Delta 1S19
    
    Panel Elevation  ASI #1
    
    9/17/2008
    
    Delta 1S20
    
    Panel Elevation  ASI #2
    
    11/11/2008
    
    Delta 3S21
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S22
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S23
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S24
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S25
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S26
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S27
    
    Panel Elevation  ASI #2
    
    11/11/2008
    
    Delta 2S28
    
    Panel Elevation  ASI #2
    
    11/11/2008
    
    Delta 2S29
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S30
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S31
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S32
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S33
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S34
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S35
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S36
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S37
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S38
    
    Panel Elevation  ASI #1
    
    9/15/2008
    
    Delta 1S39
    
    Panel Elevation
    
    7/25/2008S40
    
    Panel Elevation  ASI #2
    
    11/11/2008
    
    Delta 2S41
    
    Panel Elevation  ASI #2
    
    11/11/2008
    
    Delta 2SD1
    
    General Notes
    
    7/25/2008SD1A
    
    Special Inspections
    
    7/25/2008SD2
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Delta 2SD3
    
    Construction Details
    
    7/25/2008SD4
    
    Construction Details
    
    7/25/2008SD5
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD6
    
    Construction Details
    
    7/25/2008SD7
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Detail 2SD8
    
    Construction Details  ASI #4
    
    1 /28/2009
    
    Detail 6




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 STRUCTURAL CONTINUATIONSD9
    
    Construction Details
    
    7/25/2008SD10
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD11
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD12
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Detail 2SD13
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Detail 2SD14
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Detail 2SD15
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD16
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD17
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Detail 2SD18
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Detail 2SD19
    
    Construction Details
    
    7/25/2008SD20
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD21
    
    Construction Details
    
    7/25/2008SD22
    
    Construction Details  ASI #1
    
    9/15/2008
    
    Delta 1SD23
    
    Construction Details  ASI #2
    
    11/11/2008
    
    Delta 2SD24
    
    Construction Details  ASI #3
    
    12/30/2008
    
    Delta 5SPH1
    
    Construction Details
    
    7/25/2008SPH2
    
    Construction Details
    
    7/25/2008SPH3
    
    General Notes
    
    7/25/2008MECHANICALM-0.0
    
    Title Sheet
    
    11/14/2008M-0.1
    
    Title 24
    
    11/14/2008M-1
    
    Schedules & Notes
    
    11/14/2008
    
    Delta 2M-1.1
    
    Schedules  ASI #4
    
    1/21/2009
    
    Delta 6M-2
    
    Partial Roof Plan
    
    11/14/2008
    
    Delta 2M-3
    
    Partial Roof Plan
    
    11/14/2008
    
    Delta 2M-4
    
    Partial Floor Plan  ASI #4
    
    1/21/2009
    
    Delta 6M-5
    
    Mezzanine Floor Plan  ASI #2
    
    11/13/2008
    
    Delta 3M-6
    
    Partial Floor Plan  ASI #4
    
    1/21/2009
    
    Delta 6M-7
    
    Partial Roof Plan
    
    11/14/2008
    
    Delta 2M-8
    
    Partial Roof Plan -ASI #4
    
    1/21/2009
    
    Delta 6M-9
    
    Details
    
    11/14/2008
    
    Delta 2M-10
    
    Controls  ASI #4
    
    1/21/2009
    
    Delta 6PLUMBINGP-1
    
    Specifications & Calculations  ASI #4
    
    1/28/2009
    
    Delta 6P-2
    
    Overall Site Plan ASI #4
    
    1/28/2009
    
    Delta 6P-2.1
    
    Partial Site Plan  ASI #4
    
    1/28/2009
    
    Delta 6P-2.2
    
    Partial Site Plan  ASI #4
    
    1/28/2009
    
    Delta 6P-3
    
    Partial Floor, Roof Plan  ASI #4
    
    1/28/2009
    
    Delta 6P-4
    
    Partial Floor, Roof Plan  ASI #4
    
    1/28/2009
    
    Delta 6P-5
    
    Partial Floor, Roof Plan
    
    11/14/2008
    
    Delta 2P-6
    
    Restroom Details ASI #4
    
    1/28/2009
    
    Delta 6P-7
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-8
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-9
    
    Restroom Details
    
    11/11/2008
    
    Delta 2




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 PLUMBING CONTINUATIONP-10
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-11
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-12
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-13
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-14
    
    Restroom Details
    
    11/11/2008
    
    Delta 2P-15
    
    Waste & Vent Isometrics
    
    11/11/208
    
    Delta 2P-16
    
    Hot & Cold Water Isometrics
    
    11/11/208
    
    Delta 2P-17
    
    Plumbing Details  ASI #4
    
    1/28/2009
    
    Delta 6ELECTRICALEO.1
    
    Specifications, Symbols & Abbreviations
    
    11/14/2008EO.2
    
    Outdoor Title 24  ASI #4
    
    1/28/2009
    
    Delta 6EO.3
    
    Indoor Title 24  ASI #4
    
    1/28/2009
    
    Delta 6E1.1A
    
    Partial Site Electrical Plan  ASI #4
    
    1/28/2009
    
    Delta 6E1.1B
    
    Partial Site Electrical Plan  ASI #4
    
    1/28/2009
    
    Delta 6E1.2A
    
    Partial Site Lighting Plan
    
    11/14/2008E1.2B
    
    Partial Site Lighting Plan
    
    11/14/2008E1.2C
    
    Partial Site Photometric Plan
    
    11/14/2008E1.2D
    
    Partial Site Photometric Plan
    
    11/14/2008E2.1
    
    Single Line Diagram  ASI #2
    
    11/11/2008
    
    Delta 2E2.2
    
    Single Line Diagram  ASI #4
    
    1/28/2009
    
    Delta 6E2.3
    
    Single Line Diagram  ASI #4
    
    1/28/2009
    
    Delta 6E2.4
    
    Single Line Diagram  ASI #2
    
    11/11/2008
    
    Delta 2E2.5
    
    Single Line Diagram  ASI #4
    
    1/28/2009
    
    Delta 6E2.6
    
    Single Line Diagram  ASI #2
    
    11/11/2008
    
    Delta 2E2.7
    
    Single Line Diagram  ASI #4
    
    1/28/2009
    
    Delta 6E3.1
    
    Warehouse Electrical Plan  ASI #4
    
    1/28/2009
    
    Delta 6E3.2
    
    Warehouse Underground Conduit Plan
    
    11/14/2008E3.3
    
    Partial Warehouse Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E3.4
    
    Partial Warehouse Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E3.5
    
    Partial Warehouse Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E3.6
    
    Partial Warehouse Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E3.7
    
    Partial Warehouse Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E3.8
    
    Partial Warehouse Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E4
    
    Warehouse Electrical Roof Plan
    
    11/14/2008E5.1
    
    Enlarged Main Office Ground Floor Lighting Plan  ASI #4
    
    1/28/2009
    
    Delta 6E5.2
    
    Enlarged Main Office Second Floor Lighting Plan  ASI #2
    
    11/11/2008
    
    Delta 2E5.3
    
    Enlarged Warehouse Office Lighting Plan  ASI #4
    
    1/28/2009
    
    Delta 6E6.1
    
    Enlarged Main Office Ground Floor Plan  ASI #2
    
    11/11/2008
    
    Delta 2E6.2
    
    Enlarged Main Office Second Floor Plan  ASI #2
    
    11/11/2008
    
    Delta 2E6.3
    
    Enlarged Main Office Roof Plan  ASI #2
    
    11/11/2008
    
    Delta 2E6.4
    
    Enlarged Warehouse Office Power Plan  ASI #4
    
    1/28/2009
    
    Delta 6E6.5
    
    Enlarged Dock Door Power Plans  ASI #2
    
    11/11/2008
    
    Delta 2E7
    
    Details  ASI #2
    
    11/11/2008
    
    Delta 2E8.1
    
    Wiring Diagram  ASI #2
    
    11/11/2008
    
    Delta 2E8.2
    
    Wiring Diagram & Fixture Schedule  ASI #2
    
    11/11/2008
    
    Delta 2




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 ELECTRICAL CONTINUEDE8.3
    
    Wiring Diagrams  ASI #2
    
    11/11/2008
    
    Delta 2E8.4
    
    Wiring Diagrams  ASI #2
    
    11/11/2008
    
    Delta 2E9
    
    Schedules  ASI #4
    
    1/28/2009
    
    Delta 6E10
    
    Schedules  ASI #4
    
    1/28/2009
    
    Delta 6E11
    
    Schedules  ASI #4
    
    1/28/2009
    
    Delta 6E12
    
    Schedules  ASI #4
    
    1/28/2009
    
    Delta 6E13
    
    Schedules  ASI #4
    
    1/28/2009
    
    Delta 6E14
    
    Schedules  ASI #4
    
    1/28/2009
    
    Delta 6EFP1
    
    Fire Pump House Plan
    
    11/14/2008FIRE PROTECTION PARCEL 1 / SKECHERSHFCP
    
    Cover PageFP 1
    
    Underground Fire Master Plan
    
    7/29/2008FP 2
    
    Enlarged Underground Fire Piping Part I
    
    7/29/2008FP 3
    
    Enlarged Underground Fire Piping Part II
    
    7/29/2008FP 4
    
    Underground Fire Notes / Details
    
    7/29/2008FP 5
    
    Diesel Fire Pump Plans & Details
    
    7/29/2008FP 6
    
    Overhead Master Plan Area A (reference only)
    
    7/29/2008FP 7
    
    Overhead Master Plan Area B (reference only)
    
    7/29/2008FP 8
    
    Overhead Master Plan Area C (reference only)
    
    7/29/2008FP 9
    
    System 1  4 Overhead Piping Plan
    
    2/12/2009FP 10
    
    System 5  9 Overhead Piping Plan
    
    2/12/2009FP 11
    
    System 10  14 Overhead Piping Plan
    
    2/12/2009FP 12
    
    System 15  19 Overhead Piping Plan
    
    2/12/2009FP 13
    
    System 20  24 Overhead Piping Plan
    
    2/12/2009FP 14
    
    System 25  29 Overhead Piping Plan
    
    2/12/2009FP 15
    
    System 30  34 Overhead Piping Plan
    
    2/12/2009FP 16
    
    System 35  39 Overhead Piping Plan
    
    2/12/2009FP 17
    
    System 40  44 Overhead Piping Plan
    
    2/12/2009FP 18
    
    System 45  48 Overhead Piping Plan
    
    2/12/2009FP 19
    
    Building Section & Maximum Storage Heights
    
    2/12/2009FP 20
    
    Overhead Sprinkler Layout Notes
    
    2/12/2009FP 21
    
    1st Floor Room Coverage Plan
    
    2/12/2009FP 22
    
    Mezzanine Piping Plan & Details
    
    2/12/2009FP 23
    
    2 Second Floor Room Coverage Plan
    
    2/12/2009FP 24
    
    2 Second Floor Piping Enlarged
    
    2/12/2009FP 25
    
    Warehouse Office Room Coverage Plans & Piping Enlargements
    
    2/12/2009SR-60 CONSTRUCTION STAGING PLANSC 1
    
    Stage Construction
    
    4/9/2010TH 01
    
    Traffic Handling / Construction area Sign Plan
    
    4/9/2010TH 02
    
    Traffic Handling / Construction area Sign Plan
    
    4/9/2010TH 03
    
    Traffic Handling / Construction area Sign Plan
    
    4/9/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 REDLANDS BLVD. TRAFFIC CONTROL PLANTCP 1
    
    Traffic Control Plan  Title Sheet
    
    2/18/2009TCP 2
    
    Traffic Control Plan  Phase I & II
    
    2/18/2009TCP 3
    
    Traffic Control Plan  Phase I
    
    2/18/2009TCP 4
    
    Traffic Control Plan  Phase II
    
    2/18/2009TCP 5
    
    Traffic Control Plan  Phase I
    
    2/18/2009TCP 6
    
    Traffic Control Plan  Phase II
    
    2/18/2009ROUGH GRADINGRGP 1
    
    Rough Grading Plan  Title Sheet
    
    4/9/2010RGP 2
    
    Rough Grading Plan  Detail Sheet
    
    4/9/2010RGP 3
    
    Rough Grading Plan  Detail Sheet
    
    4/9/2010RGP 4
    
    Rough Grading Plan  Detail Sheet
    
    4/9/2010RGP 5
    
    Rough Grading Plan  Storm Drain Profiles
    
    4/9/2010RGP 6
    
    Rough Grading Plan
    
    4/9/2010RGP 7
    
    Rough Grading Plan
    
    4/9/2010RGP 8
    
    Rough Grading Plan
    
    4/9/2010RGP 9
    
    Rough Grading Plan
    
    4/9/2010RGP 10
    
    Rough Grading Plan
    
    4/9/2010RGP 11
    
    Rough Grading Plan
    
    4/9/2010RGP 12
    
    Rough Grading Plan
    
    4/9/2010RGP 13
    
    Rough Grading Plan
    
    4/9/2010RGP 14
    
    Rough Grading Plan
    
    4/9/2010RGP 15
    
    Rough Grading Plan  Erosion Control
    
    4/9/2010RGP 16
    
    Rough Grading Plan  Erosion Control
    
    4/9/2010RGP 17
    
    Rough Grading Plan  Noise Reduction Compliance Plan
    
    4/9/2010RGP 18
    
    Rough Grading Plan  Conditions of Approval
    
    4/9/2010RGP 19
    
    Rough Grading Plan  Conditions of Approval
    
    4/9/2010PRECISE GRADINGPG 1
    
    Precise Grading  Title Sheet
    
    4/12/2010PG 2
    
    Precise Grading  Detail Sheet
    
    4/12/2010PG 3
    
    Precise Grading  Detail Sheet
    
    4/12/2010PG 4
    
    Precise Grading Plan
    
    4/12/2010PG 5
    
    Precise Grading Plan
    
    4/12/2010PG 6
    
    Precise Grading Plan
    
    4/12/2010PG 7
    
    Precise Grading Plan
    
    4/12/2010PG 8
    
    Precise Grading Plan
    
    4/12/2010PG 9
    
    Precise Grading Plan
    
    4/12/2010PG 10
    
    Precise Grading Plan
    
    4/12/2010PG 11
    
    Precise Grading Plan
    
    4/12/2010PG 12
    
    Precise Grading Plan
    
    4/12/2010PG 13
    
    Precise Grading Plan
    
    4/12/2010PG 14
    
    Precise Grading Plan
    
    4/12/2010PG 15
    
    Precise Grading Plan
    
    4/12/2010PG 16
    
    Precise Grading Plan
    
    4/12/2010PG 17
    
    Erosion Control Plan
    
    4/12/2010PG 18
    
    Erosion Control Plan
    
    4/12/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 PRECISE GRADING CONTINUEDPG 19
    
    Erosion Control Plan
    
    4/12/2010PG 20
    
    Erosion Control Plan
    
    4/12/2010PG 21
    
    Erosion Control Plan
    
    4/12/2010PG 22
    
    Erosion Control Plan
    
    4/12/2010PG 23
    
    Conditions of Approval
    
    4/12/2010PG 24
    
    Conditions of Approval
    
    4/12/2010ENCROACHMENT PERMIT PLAN  ROUGH GRADINGEPP 1
    
    Encroachment Permit Plan  Title Sheet
    
    4/9/2010EPP 2
    
    Encroachment Permit Plan  Rough Grading Sheet
    
    4/9/2010EPP 3
    
    Encroachment Permit Plan  Rough Grading Sheet
    
    4/9/2010EPP 4
    
    Encroachment Permit Plan  Rough Grading Sheet
    
    4/9/2010EPP 5
    
    Encroachment Permit Plan  Rough Grading Sheet
    
    4/9/2010ROUGH GRADING  REDLANDS SEWERRGP 1
    
    Rough grading Plan  Redlands Sewer  Title Sheet
    
    4/9/2010RGP 2
    
    Rough grading Plan  Redlands Sewer  Drainage
    
    4/9/2010RGP 3
    
    Rough grading Plan  Redlands Sewer  Drainage
    
    4/9/2010RGP 4
    
    Rough grading Plan  Redlands Sewer  Drainage
    
    4/9/2010RGP 5
    
    Rough grading Plan  Redlands Sewer  Erosion Control
    
    4/9/2010RGP 6
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 7
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 8
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 9
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 10
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 11
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 12
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010RGP 13
    
    Rough grading Plan  Redlands Sewer  Condtions of Aproval
    
    4/9/2010CALTRANS EROSION CONTROL PLANEC 5
    
    EROSION CONTROL WPCD
    
    2/18/2009TEMPORARY STORM DRAIN SYSTEM PHASE 1TDD 1
    
    Phase 1 Temporary Drainage Ditch
    
    2/18/2009GRADING CROSS SECTIONSGCS 1
    
    Grading Cross Sections
    
    2/18/2009GCS 2
    
    Grading Cross Sections
    
    2/18/2009SITE FIRE ACCESS PLANFPS 1
    
    Site Fire Access Plan (During Construction)
    
    7/29/2008FPS 2
    
    Site Fire Access Plan (Job Completion)
    
    7/29/2008PARCEL 1 WALL & FENCE  TILT-UP WALLLCS-0
    
    HFCP  Parcel 1  Wall
& Fence  Cover Sheet
    
    3/30/2010LR-01
    
    HFCP  Parcel 1  Wall & Fence  Reference Plan
    
    3/30/2010LW-01
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010LW-02
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010LW-03
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010LW-04
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010LW-05
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010LW-06
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010LW-07
    
    HFCP  Parcel 1  Wall & Fence  Plan
    
    3/30/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 PARCEL 1 WALL
& FENCE  TILT-UP WALL CONTINUEDLW-08
    
    HFCP  Parcel 1 - Wall & Fence  Plan
    
    3/30/2010LW-09
    
    HFCP  Parcel 1 - Wall & Fence  Plan
    
    3/30/2010LW-10
    
    HFCP  Parcel 1 - Wall & Fence  Plan
    
    3/30/2010LW-11
    
    HFCP  Parcel 1 - Wall & Fence  Plan
    
    3/30/2010LW-12
    
    HFCP  Parcel 1 - Wall & Fence  Plan
    
    3/30/2010LWD-01
    
    HFCP  Parcel 1 - Wall & Fence  Construction Notes
    
    3/30/2010LWD-02
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-03
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-04
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-05
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-06
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-07
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-08
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-09
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-10
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-11
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-12
    
    HFCP  Parcel 1 - Wall & Fence  Tilt-Up Wall Elevations
    
    3/30/2010LWD-13
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    2/18/2009LWD-14
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWD-15
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWD-16
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWD-17
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWD-18
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWD-19
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWD-20
    
    HFCP  Parcel 1 - Wall & Fence  Construction Details
    
    3/30/2010LWN-01
    
    HFCP  Parcel 1 - Wall & Fence  Construction Specifications
    
    3/30/2010LINE F STORM DRAIN SYSTEMSHT 1
    
    Moreno MDP Line   F  Title Sheet
    
    4/9/2010SHT 2
    
    Moreno MDP Line   F  Notes & Details
    
    4/9/2010SHT 3
    
    Moreno MDP Line   F  Station 95+20 to 97+00
    
    4/9/2010SHT 4
    
    Moreno MDP Line   F  Station 97+-00 to 103+00
    
    4/9/2010SHT 5
    
    Moreno MDP Line   F  Station 103+00 to 110+00
    
    4/9/2010SHT 6
    
    Moreno MDP Line   F  Station 110+00 to 118+05
    
    4/9/2010SHT 7
    
    Moreno MDP Line   F  Station 118+05 to 122+56.73
    
    4/9/2010SHT 8
    
    Moreno MDP Line   F  Station 122+56.73 to 124+42.37
    
    4/9/2010SHT 9
    
    Moreno MDP Line  F  Lat F-2 10+00 to 11+49.18
    
    4/9/2010SHT 10
    
    Moreno MDP Line   F  Lat F-2-A 10+00 to 11+41.56
    
    4/9/2010SHT 11
    
    Moreno MDP Line   F  Lat D-5 10+00 to 11+52.91
    
    4/9/2010SHT 12
    
    Moreno MDP Line  F  Lat D-6 10+00 to 14+68.98
    
    4/9/2010SHT 13
    
    Moreno MDP Line  F 
Lat F-8 0+25.13 to 8+00
    
    4/9/2010SHT 14
    
    Moreno MDP Line  F  Lat F-8 8+00 to 16+00
    
    4/9/2010SHT 15
    
    Moreno MDP Line  F  Lat F-8 16+00 to 24+00
    
    4/9/2010SHT 16
    
    Moreno MDP Line  F  Lat F-8 24+00 to 31+50
    
    4/9/2010SHT 17
    
    Moreno MDP Line   F  Lat F-8 10+00 to 12+00.25
    
    4/9/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 LINE F STORM DRAIN SYSTEM CONTINUED
    
    4/9/2010SHT 18
    
    Moreno MDP Line  F  Lat F-9 11+02.55 to 18+00
    
    4/9/2010SHT 19
    
    Moreno MDP Line  F  Lat F-9 18+00 to 25+65.60
    
    4/9/2010SHT 20
    
    Moreno MDP Line  F  Profiles
    
    4/9/2010SHT 21
    
    Moreno MDP Line  F  Profiles
    
    4/9/2010SHT 22
    
    Moreno MDP Line  F  Profiles
    
    4/9/2010SHT 23
    
    Moreno MDP Line  F  Outlet, Access Raod & Basin
    
    4/9/2010SHT 24
    
    Moreno MDP Line  F  General Notes & typ Details
    
    4/9/2010SHT 25
    
    Moreno MDP Line  F  Typ Details
    
    4/9/2010SHT 26
    
    Moreno MDP Line  F  Lateral & Sections
    
    4/9/2010SHT 27
    
    Moreno MDP Line  F  Lateral
    
    4/9/2010SHT 28
    
    Moreno MDP Line  F Access Opening Sections & typ Details
    
    4/9/2010SHT 29
    
    Moreno MDP Line  F  typ Sections & Details
    
    4/9/2010REDLANDS SANITARY SEWERSWP 1
    
    Redlands Blvd Sanitary Sewer Plan  Title Sheet
    
    4/9/2010SWP 2
    
    Redlands Blvd Sanitary Sewer Plan  Index & Legends
    
    4/9/2010SWP 3
    
    Redlands Blvd Sanitary Sewer Plan & Profile
    
    4/9/2010SWP 4
    
    Redlands Blvd Sanitary Sewer Plan & Profile
    
    4/9/2010SWP 5
    
    Redlands Blvd Sanitary Sewer Plan & Profile
    
    4/9/2010SWP 6
    
    Redlands Blvd Sanitary Sewer Plan & Profile
    
    4/9/2010SWP 7
    
    Redlands Blvd Sanitary Sewer Plan & Profile
    
    4/9/2010SWP 8
    
    Redlands Blvd Sanitary Sewer Plan & Profile
    
    4/9/2010EUCALYPTUS SANITARY SEWER PLANSSIP 1
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Title Sheet
    
    4/9/2010SSIP 2
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Index & Legend
    
    4/9/2010SSIP 3
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Plan Profile
    
    4/9/2010SSIP 4
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Plan Profile
    
    4/9/2010SSIP 5
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Plan Profile
    
    4/9/2010SSIP 6
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Plan Profile
    
    4/9/2010SSIP 7
    
    Eucalyptus Avenue  Sanitary Sewer Plan  Plan Profile
    
    4/9/2010LOGISTIC BUILDING SEWER AND WATERSSIP 1
    
    Logistics Bldg Sewer & Water Plan  Title Sheet
    
    4/9/2010SSIP 2
    
    Logistics Bldg Sewer & Water Plan  Notes & Quantities
    
    4/9/2010SSIP 3
    
    Logistics Bldg Sewer & Water Plan
    
    4/9/2010SSIP 4
    
    Logistics Bldg Sewer & Water Plan
    
    4/9/2010SSIP 5
    
    Logistics Bldg Sewer & Water Plan
    
    4/9/2010SSIP 6
    
    Logistics Bldg Sewer & Water Plan
    
    4/9/2010SSIP 7
    
    Logistics Bldg Sewer & Water Plan
    
    4/9/2010SSIP 8
    
    Logistics Bldg Sewer & Water Plan
    
    4/9/2010EUCALPTUS RECYCLED WATER IMPROVEMENT PLANRWIP 1
    
    Title Sheet
    
    4/9/2010RWIP 2
    
    Plan
    
    4/9/2010RWIP 3
    
    Plan & Profile
    
    4/9/2010RWIP 4
    
    Plan & Profile
    
    4/9/2010RWIP 5
    
    Plan & Profile
    
    4/9/2010RWIP 6
    
    Plan & Profile
    
    4/9/2010RWIP 7
    
    Plan & Profile
    
    4/9/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 EUCALYPTUS WATER IMPROVEMENT PLANDW 1
    
    Title Sheet
    
    4/9/2010DW 2
    
    Index Map & Legend
    
    4/9/2010DW 3
    
    Plan Profile
    
    4/9/2010DW 4
    
    Plan Profile
    
    4/9/2010DW 5
    
    Plan Profile
    
    4/9/2010DW 6
    
    Plan Profile
    
    4/9/2010DW 7
    
    Plan Profile
    
    4/9/2010DW 8
    
    Line A thru D profile
    
    4/9/2010Off-Site (Sinclair) DOMESTIC WATER IMPROVEMENT PLANDWIP 1
    
    Domestic Water Plans  title Sheet
    
    4/9/2010DWIP 2
    
    Domestic Water Plans  Index Map & Legends
    
    4/9/2010DWIP 3
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 4
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 5
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 6
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 7
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 8
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 9
    
    Domestic Water Plans & Profile
    
    4/9/2010DWIP 10
    
    Domestic Water Plans & Profile
    
    4/9/2010REDLANDS WATER IMPROVEMENT PLANDWIP 1
    
    Title Sheet
    
    4/9/2010DWIP 2
    
    Index Map
    
    4/9/2010DWIP 3
    
    Plan & Profile
    
    4/9/2010DWIP 4
    
    Plan & Profile
    
    4/9/2010EUCALYPTUS ELECTRICAL DISTRIBUTION PLANSHT 1
    
    Eucalyptus Avenue Utility Design  BUTSKO
    
    3/4/2010SHT 2
    
    Eucalyptus Avenue Utility Design  BUTSKO
    
    3/4/2010SHT 3
    
    Eucalyptus Avenue Utility Design  BUTSKO
    
    3/4/2010SHT 4
    
    Eucalyptus Avenue Utility Design  BUTSKO
    
    3/4/2010REDLANDS ELECTRICAL DISTRIBUTION PLANSHT 1
    
    Electrical Distribution Plan  BUTSKO
    
    3/4/2010SHT 2
    
    Electrical Distribution Plan  BUTSKO
    
    3/4/2010SHT 3
    
    Electrical Distribution Plan  BUTSKO
    
    3/4/2010SHT 4
    
    Electrical Distribution Plan  BUTSKO
    
    3/4/2010SHT 5
    
    Electrical Distribution Plan  BUTSKO
    
    3/4/2010SKECHERS ONSITE ELECTRICSWP 1
    
    TPM 35629 Onsite Utilities  Butsko
    
    3/4/2010SWP 2
    
    TPM 35629 Onsite Utilities  Butsko
    
    3/4/2010SWP 3
    
    TPM 35629 Onsite Utilities  Butsko
    
    3/4/2010SWP 4
    
    TPM 35629 Onsite Utilities  Butsko
    
    3/4/2010EUCALYPTUS STREET IMPROVEMENT PLANSTIP 1
    
    Eucalyptus Avenue Street
Improvement Plan  Title Sheet
    
    4/9/2010STIP 2
    
    Eucalyptus Avenue Street
Improvement Plan  Notes & Index Map
    
    4/9/2010STIP 3
    
    Eucalyptus Avenue Street Improvement Plan  Details & Sections
    
    4/9/2010STIP 4
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010STIP 5
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 EUCALYPTUS STREET
IMPROVEMENT PLAN CONTINUATIONSTIP 6
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010STIP 7
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010STIP 8
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010STIP 9
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010STIP 10
    
    Eucalyptus Avenue Street Improvement Plan
    
    4/9/2010STIP 11
    
    Eucalyptus Avenue  Signing & Striping Title Sheet
    
    4/9/2010STIP 12
    
    Eucalyptus Avenue  Signing & Striping Title Sheet
    
    4/9/2010STIP 13
    
    Eucalyptus Avenue  Conditions of Aproval
    
    4/9/2010STIP 14
    
    Eucalyptus Avenue  Conditions of Aproval
    
    4/9/2010SCE EXHIBIT  JACK & BORE SCE CONDUITSCE-J&B
    
    Jack & Bore Exhibit  SE Conduit Under SR60
    
    8/25/2009SCE-Pole
    
    Cross Section B-B (SCE Pole No. 4001945E)
    
    8/25/2009SCE-Pole
    
    Cross Section A-A (SCE Pole No. 214347/T2964
    
    8/25/2009MEDIAN EXHIBITE-1
    
    Exhibit  Sections Eucalyptus Street Median
    
    7/22/2009TOLERANCE EXHIBITTE
    
    Tolerance Exhibit
    
    2/18/2009THEODORE STREET IMPROVEMENT PLAN (THEODORE RAMP IMPROVEMENT PLANS)STIP 1
    
    Theodore Street  Title Sheet
    
    4/9/2010STIP 2
    
    Theodore Street  Notes & Index Map Typical Sections
    
    4/9/2010STIP 3
    
    Theodore Street  Improvement Plans
    
    4/9/2010STIP 4
    
    Theodore Street  Construction Details
    
    4/9/2010STIP 5
    
    Theodore Street  Construction Details
    
    4/9/2010STIP 6
    
    Theodore Street  Grading-Drainage-Utility Plan
    
    4/9/2010STIP 7
    
    Theodore Street  W.P.C.P
    
    4/9/2010STIP 8
    
    Theodore Street  Signing and Striping Plan
    
    4/9/2010STIP 9
    
    Theodore Street  Traffic Handling Details
    
    4/9/2010STIP 10
    
    Theodore Street  Traffic Handling
    
    4/9/2010STIP 11
    
    Theodore Street  Traffic Handling
    
    4/9/2010STIP 12
    
    Theodore Street  Traffic Handling
    
    4/9/2010STIP 13
    
    Theodore Street  Detour Plan
    
    4/9/2010TRAFFIC SIGNAL INTERCONNECT421
    
    Traffic Signal Interconnect Detail
    
    1/1/2008EVTSI
    
    Emergency Vehicle & Traffic Signal Interconnect
    
    10/22/2009THEODORE STREET IMPROVEMENT PLANSTIP 1
    
    Theodore Street Phase 1  Title Sheet
    
    4/9/2010STIP 2
    
    Theodore Street Phase 1  Construction Notes
    
    4/9/2010STIP 3
    
    Theodore Street Phase 1 Typical Street Secitons
    
    4/9/2010STIP 4
    
    Theodore Street Phase 1  Plan & Profile
    
    4/9/2010STIP 5
    
    Theodore Street Phase 1 Plan & Profile
    
    4/9/2010STIP 6
    
    Theodore Street Phase 1 Signing and Striping
    
    4/9/2010STIP 7
    
    Theodore Street Phase 1 Conditions of Approval
    
    4/9/2010STIP 8
    
    Theodore Street Phase 1  Conditions of Approval
    
    4/9/2010STIP 9
    
    Theodore Street Phase 1  Conditions of Approval
    
    4/9/2010EUCALYPTUS STREET LANDSCAPE & IRRIGATIONSHT 1
    
    Eucalyptus Street  Cover Sheet
    
    2/18/2009SHT 2
    
    Eucalyptus Street  Construction Plan
    
    2/18/2009




---



##### 



MH00-121-226  Hhighland Fairview Corporate Park  General Contractor
 EUCALYPTUS STREET
LANDSCAPE & IRRIGATION CONTINUEDSHT 3
    
    Eucalyptus Street  Construction Plan
    
    2/18/2009SHT 4
    
    Eucalyptus Street  Construction Plan
    
    2/18/2009SHT 5
    
    Eucalyptus Street  Construction Plan
    
    2/18/2009SHT 6
    
    Eucalyptus Street  Construction Plan
    
    2/18/2009SHT 7
    
    Eucalyptus Street  Construction Plan
    
    2/18/2009SHT 8
    
    Eucalyptus Street  Construction Details
    
    2/18/2009SHT 9
    
    Eucalyptus Street  Construction Details
    
    2/18/2009SHT 10
    
    Eucalyptus Street  Construction Details
    
    2/18/2009SHT 11
    
    Eucalyptus Street  Construction Specifications
    
    2/18/2009SHT 12
    
    Eucalyptus Street  Irrigation Plan
    
    2/18/2009SHT 13
    
    Eucalyptus Street  Irrigation Plan
    
    2/18/2009SHT 14
    
    Eucalyptus Street  Irrigation Plan
    
    2/18/2009SHT 15
    
    Eucalyptus Street  Irrigation Plan
    
    2/18/2009SHT 16
    
    Eucalyptus Street  Irrigation Plan
    
    2/18/2009SHT 17
    
    Eucalyptus Street  Irrigation Plan
    
    2/18/2009SHT 18
    
    Eucalyptus Street  Irrigation Details
    
    2/18/2009SHT 19
    
    Eucalyptus Street  Irrigation Details
    
    2/18/2009SHT 20
    
    Eucalyptus Street  Irrigation Notes
    
    2/18/2009SHT 21
    
    Eucalyptus Street  Irrigation Specifications
    
    2/18/2009SHT 22
    
    Eucalyptus Street  Irrigation Specifications
    
    2/18/2009SHT 23
    
    Eucalyptus Street  Planting Plan
    
    2/18/2009SHT 24
    
    Eucalyptus Street  Planting Plan
    
    2/18/2009SHT 25
    
    Eucalyptus Street  Planting Plan
    
    2/18/2009SHT 26
    
    Eucalyptus Street  Planting Plan
    
    2/18/2009SHT 27
    
    Eucalyptus Street  Planting Plan
    
    2/18/2009SHT 28
    
    Eucalyptus Street  Planting Plan
    
    2/18/2009SHT 29
    
    Eucalyptus Street  Planting Details
    
    2/18/2009SHT 30
    
    Eucalyptus Street  Planting Details
    
    2/18/2009SHT 31
    
    Eucalyptus Street  Planting Specifications
    
    2/18/2009SHT 32
    
    Eucalyptus Street  Planting Specifications
    
    2/18/2009HFCP ASSOCIATION LANDSCAPE & IRRIGATIONLCS-0
    
    HFCP Association  Cover Sheet
    
    3/22/2010LI-01
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-02
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-03
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-04
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-05
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-06
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-07
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-08
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-09
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-10
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-11
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-12
    
    HFCP Association  Irrigation Plan
    
    3/22/2010




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 HFCP ASSOCIATION LANDSCAPE & IRRIGATION CONTINUEDLI-13
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-14
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-15
    
    HFCP Association  Irrigation Plan
    
    3/22/2010HFCP ASSOCIATION LANDSCAPE & IRRIGATIONLI-16
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LI-17
    
    HFCP Association  Irrigation Plan
    
    3/22/2010LID-1
    
    HFCP Association  Irrigation Details
    
    3/22/2010LID-2
    
    HFCP Association  Irrigation Details
    
    3/22/2010LIN-1
    
    HFCP Association  Irrigation Notes
    
    3/22/2010LIN-2
    
    HFCP Association  Irrigation Specifications
    
    3/22/2010LIN-3
    
    HFCP Association  Irrigation Specifications
    
    3/22/2010LP-01
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-02
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-03
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-04
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-05
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-06
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-07
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-08
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-09
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-10
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-11
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-12
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-13
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-14
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-15
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-16
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LP-17
    
    HFCP Association  Construction and Planting Plan
    
    3/22/2010LPD-01
    
    HFCP Association  Planting Details
    
    3/22/2010LPD-02
    
    HFCP Association  Planting Details
    
    3/22/2010LCD-01
    
    HFCP Association  Construction Specification
    
    3/22/2010LCD-02
    
    HFCP Association  Construction Details
    
    3/22/2010PARCEL 1 LANDSCAPE & IRRIGATIONLCS-0
    
    HFCP  Parcel 1  Cover Sheet
    
    2/18/2009LC-01
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-02
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-03
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-04
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-05
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-06
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-07
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-08
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-09
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-010
    
    HFCP  Parcel 1  Construction Plan
    
    2/18/2009LC-011
    
    HFCP  Parcel 1  Construction Plan Enlargements
    
    2/18/2009




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 PARCEL 1 LANDSCAPE & IRRIGATION CONTINUATIONLCD-01
    
    HFCP - Parcel 1 - Construction Notes
    
    2/18/2009LCD-02
    
    HFCP - Parcel 1 - Construction Details
    
    2/18/2009LCD-03
    
    HFCP - Parcel 1 - Construction Details
    
    2/18/2009LCD-04
    
    HFCP - Parcel 1 - Construction Details
    
    2/18/2009LCD-05
    
    HFCP - Parcel 1 - Construction Details
    
    2/18/2009LCD-06
    
    HFCP - Parcel 1 - Construction Details
    
    2/18/2009LCN-01
    
    HFCP - Parcel 1 - Construction Specifications
    
    2/18/2009LI-01
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-02
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-03
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-04
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-05
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-06
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-07
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-08
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-09
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LI-10
    
    HFCP - Parcel 1 - Irrigation Plan
    
    2/18/2009LID-1
    
    HFCP - Parcel 1 - Irrigation Details
    
    2/18/2009LID-2
    
    HFCP - Parcel 1 - Irrigation Details
    
    2/18/2009LIN-01
    
    HFCP - Parcel 1 - Irrigation Notes
    
    2/18/2009LIN-02
    
    HFCP - Parcel 1 - Irrigation Notes
    
    2/18/2009LIN-03
    
    HFCP - Parcel 1 - Irrigation Notes
    
    2/18/2009LP-01
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-02
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-03
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-04
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-05
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-06
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-07
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-08
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-09
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LP-10
    
    HFCP - Parcel 1 - Planting Plan
    
    2/18/2009LPD-01
    
    HFCP - Parcel 1 - Planting Details
    
    2/18/2009LPD-02
    
    HFCP - Parcel 1 - Planting Details
    
    2/18/2009LPN-01
    
    HFCP - Parcel 1 - Planting Notes
    
    2/18/2009WEI WEST WAREHOUSE EQUIPMENT, INC.SA00
    
    Structure Layout VAS Platform Overall Plan View
    
    12/10/2008
    
    Rev. 05SA01
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SA02
    
    Structure Layout
    
    12/10/2008
    
    Rev. 05SA03
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SA04
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SA05
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SA06
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SA07
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05




---



##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 WEI WEST WAREHOUSE EQUIPMENT, INC. CONTINUTEDSA08
    
    Structure Layout VAS Platform Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SA09
    
    Structure Layout VAS Platform Footing Details
    
    12/10/2008
    
    Rev. 05SB00
    
    Structure Layout Shipping Platform Overall Plan View
    
    12/10/2008
    
    Rev. 05SB01
    
    Structure Layout Shipping Platform Overall Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SB02
    
    Structure Layout Shipping Platform Overall Enlarged Foundation Plan
    
    12/10/2008
    
    Rev. 05SB03
    
    Structure Layout Shipping Platform Footing Detail
    
    12/10/2008
    
    Rev. 05SG01
    
    Structure Layout Extendable Conveyor Foundation Plans
    
    12/10/2008
    
    Rev. 05SG02
    
    Structure Layout Extendable Conveyor Foundation Plans
    
    12/10/2008
    
    Rev. 05SG03
    
    Structure Layout Extendable Footings Foundation Plans
    
    12/10/2008
    
    Rev. 05SG04
    
    Structure Layout Extendable Footings Foundation Plans
    
    12/10/2008
    
    Rev. 05SG05
    
    Structure Layout Extendable Footings Foundation Plans
    
    12/10/2008
    
    Rev. 05SG06
    
    Structure Layout Extendable Tracks Footing Cross Sections
    
    12/10/2008
    
    Rev. 05HIGHLAND FAIRVIEW
CORPORATE PARK  PROJECT MANUALDiv 00
    
    Procurement and Contracting requirements
    
    7/24/2008Div 01
    
    General requirements
    
    7/24/2008Div 02
    
    Sitrework
    
    7/24/2008Div 03
    
    Concrete
    
    7/24/2008Div 04
    
    Masonry
    
    7/24/2008Div 05
    
    Metals
    
    7/24/2008Div 06
    
    Wood and Plastics
    
    7/24/2008Div 07
    
    Thermal and Moisture Control
    
    7/24/2008Div 08
    
    Doors and Windows
    
    7/24/2008Div 09
    
    Finishes
    
    7/24/2008Div 10
    
    Specialties
    
    7/24/2008Div 11
    
    Equipment
    
    7/24/2008Div 12
    
    Furnishings
    
    7/24/2008Div 13
    
    Special Construction
    
    7/24/2008Div 14
    
    Conveyor Systems
    
    7/24/2008Div 15
    
    Mechanical
    
    7/24/2008Div 16
    
    Electrical
    
    7/24/2008PRELIMINARY GEOTECHNICAL REPORT LEIGHTON & ASSOC.1.0
    
    Introduction
    
    6/15/20072.0
    
    Geotechnical Investigation & Lab
    
    6/15/20073.0
    
    Summary
    
    6/15/20074.0
    
    Faulting & Seismicity
    
    6/15/20075.0
    
    Conclusions
    
    6/15/20076.0
    
    Preliminary Recommendations
    
    6/15/20077.0
    
    Geotechnical Review
    
    6/15/20078.0
    
    Limitations
    
    6/15/2007map
    
    Geotechnical Map / Boring Log
    
    6/15/2007UPDATED PRELIMINARY GEOTECHNICAL REPORT LEIGHTON & ASSOC.1.0
    
    Introduction
    
    4/30/20082.0
    
    Geotechnical Investigation & Lab
    
    4/30/20083.0
    
    Summary
    
    4/30/20084.0
    
    Faulting & Seismicity
    
    4/30/2008




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##### 



MH00-121-226  highland Fairview Corporate Park  General Contractor
 UPDATED PRELIMINARY GEOTECHNICAL REPORT LEIGHTON & ASSOC. CONTINUED5.0
    
    Conclusions
    
    4/30/20086.0
    
    Preliminary Recommendations
    
    4/30/20087.0
    
    Geotechnical Review
    
    4/30/20088.0
    
    Limitations
    
    4/30/2008map
    
    Geotechnical Map / Boring Log
    
    4/30/2008OTHER SOILS REPORTSUpdate Seismic Design Parameters
    
    11/30/2007Preliminary Geotechnical Evaluation, SR-60 Widening
    
    7/30/2008Clarifications to Soils, Highland Fairview Corporate Park
    
    8/15/2008response to City of M.V. Review Comments & Map
    
    11/5/2008geotechnical Recommendations for Temporary Fire Access Road
    
    1/5/2009Clarifications #2 to Soils Report, Highland Fairview Corporate Park
    
    1/14/2009Response to City of M.V. Review Comments, Public Works Depart.
    
    1/16/2009Geotechnical Review of Improvements & rough Grade for Sanitary Sewer
    
    1/21/2009Clarifications #3 to Soils report, Highland Fairview Corporate Park
    
    1 /29/2009Rough Grading Anticipated Keyway Locations
    
    1 /29/2009recommended Sub drain Locations
    
    2/6/2009Infiltration Characteristics of onsite soils
    
    6/23/2008Supplemental Remedial Grading Rec. Skechers VAS Platform
    
    2/6/2009STRUCTURAL CALCULATIONSStructural Calculations by David Kramer
    
    2/2/2009TITLE 24 REPORTtitle 24 Report by Alan Poydock - Thermalair, Inc.
    
    1/30/2009CIVIL MISC. EXHIBITS & REPORTSDrainage Bypass for Redlands Sewer Work Area
    
    2/18/2009Grading Balance Area
    
    2/18/2009Highland SWPPP
    
    2/18/2009Set Back for Restricted Hours of Work
    
    2/18/2009Existing Stockpile Locations
    
    2/18/2009Mitigation Monitoring Program by Michael Brandman Assoc.
    
    12/23/2008Septic Exhibit
    
    1/7/2009




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##### 



MH00-121-226  Highland Fairview Corporate Park  General Contractor
 EXHIBIT F
Qualifications / Changes from Plans & Specifications
 General Clarifications:
 1.
    
    Value Engineering will be ongoing in an attempt to reduce the project cost of construction
with help of the architect and owner.
 2.
    
    A total of ten (10) rain days are included in the project schedule.3.
    
    Accelerated Schedule is included.4.
    
    Site & Construction signage will require owner approval; also recommendation will be made for
layout and style requirements as directed by owner.
 General Conditions:
 1.
    
    Temporary Barricades W/ Gawk screen shall be used (K-Rails).2.
    
    Site construction fencing to be three (3) sides for duration of project and kept in good
order & appearance, with screening at public view locations.3.
    
    Car pooling and documentation shall be administered for
duration of project.4.
    
    All construction access shall be from Theodore Street only.5.
    
    Street sweeping must be on-going, street maintained for total duration of project, Must Be
Clean and street sweepers used during the construction of Corporate Park adhere to Mitigation
& Monitoring Plan; MM AQ-1 and Plot Plan COA P37.. .equipment certification under SCAQMD Rule
1186.1.6.
    
    Documentation of notification to subcontractors and their workers to Rules & Regulations.7.
    
    Coordination with Native American groups to monitor site grading.8.
    
    Sign-In Sheet & Visitors Log must be managed at all times.9.
    
    Building LEED certification target goal to be Silver Certification.10.
    
    Temporary Project signage must be (prior to installation) approved by Owner.11.
    
    Waste Management: The contractor will recycle and or salvage a minimum of 50% (by weight) of
non-hazardous construction and demolition debris.12.
    
    Recycled Materials: The contractor will use materials with recycled content at all
opportunities with review by Owner. The sum of post-consumer recycled content plus one-half of
the pre-construction recycled content constitutes at least 10% (cost-based) on the total
value of the materials in the project.13.
    
    Regional Materials: The project will use building materials of products that have been
extracted, harvested or recovered, as well as manufactured, with-in 500 miles of the project
site for a minimum of 10% (cost-based) of the total materials value.14.
    
    Contractor will utilize only those paints and coatings that comply with credit 4.2, 4.3 and
4.4 of the LEED standards.15.
    
    The project will utilize a locally-sourced concrete supplier and interior fixture providing a
40% water use savings.16.
    
    A temporary power and communications line to Owner trailers is included.17.
    
    Survey and control of Jack-N-Bore at SR-60 and Redlands Boulevard is included.
 Fountain Entry Feature:
 1.
    
    Entry fountain budget Black Plaster Finish in lieu of Pebble Tech is accepted2.
    
    No coping on the Jewel Box, building to look as if it is floating on water.3.
    
    Fountain final design by Fountain Contractor (Design-Build) contract.
 Grading  Rough &Precise:
 1.
    
    Control of nuisance dust created by the work of this contract in included. Dust control
resulting from inclement weather or winds (above and beyond AQMD standards) is excluded.2.
    
    Tier III / B20 Fuel equipment must be utilized; Tier II equipment must have prior approval by
Owner before use on site.3.
    
    For retaining walls and any details missing, the contractor will use the Moreno Valley
Standards for the construction methods.4.
    
    Envirotec II Acrylic Polymer w/ green dye to slopes is included.5.
    
    SWPPP changes as of July 1, 2010 are included.6.
    
    Access road added at Theodore Ramp & SR-60 for Cal-Trans access is included.7.
    
    Additional removal and Engineered fill for stabilization at retention area at Cal-trans slope
Pad Two (2), is included.




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##### 



MH00-121-226  ighland Fairview Corporate Park  General Contractor
 EXHIBIT F
Qualifications / Changes from Plans & Specifications
 8.
    
    Access road for maintenance Line F is included.9.
    
    Staging area changed form south of project to Parcel 4, is included.10.
    
    Removal of septic tanks is included.11.
    
    Removal of foundations from barn removal is included.12.
    
    Removal of trees stubs is included.13.
    
    Theodore left-turn widening  allowance is included.14.
    
    Pre-Watering is included.15.
    
    95% compaction under all PCC driveways and parking is included.16.
    
    Over-X and pads for tenant equipment is included.17.
    
    Sub-drainage systems in all basins typ. Is included.18.
    
    Fine grading and base on Sinclair is included.19.
    
    Documentation for B20 Biodiesel is included.20.
    
    Rumble plates  BMPs at site entrance and exit is included.21.
    
    Fine grade and base is included at Sinclair Street.
 Landscape / Irrigation / Maintenance:
 1.
    
    Vine Trellis fencing is included as specified.2.
    
    Washingtonia Palms in lieu of Date Palms at locations (other than Main Entry) is included.3.
    
    Street and City Landscaping will carry One (1) year maintenance agreement.4.
    
    Association and Corporate Park landscaping will carry a ninety (90) day maintenance agreement.5.
    
    Tukor RKD 2 -in lieu of specified controllers is included.6.
    
    A plant pre-purchase growing material is included.7.
    
    Service laterals for irrigation not shown on drawings are included8.
    
    Meter laterals, Backflow Preventers (Median 1 meter) (Assoc. 3 meter) (CP 2 meter) are
included.9.
    
    Irrigation buster pumps are included as required.
 Aggregate Base:
 1.
    
    Aggregate base for fire roads to be supplied by Owner.2.
    
    Aggregate base for city streets to be furnished by subcontractor.
 Concrete Paving:
 1.
    
    All On-Site Drives and Parking to be concrete per Leighton Engineering specifications.2.
    
    All on-site pavers to be colored stamped concrete to be in lieu of Pavers.3.
    
    Pervious concrete in median is included or Pavers may be used to meet pervious requirement.
 Asphalt Paving:
 1.
    
    AG Base included per city standards on all city streets in lieu of Owner supplied base.2.
    
    Asphalt paving to be on city streets only.3.
    
    Current profile 6:12 in lieu of 6:10 is included.4.
    
    Slurry Sealer by Owner for Eucalyptus Street at a later date.5.
    
    Street patching and slurry at all crossing (patch & slurry), is included.6.
    
    Adjust all water valve and manhole covers to finish grade is included.7.
    
    Theodore Ramp @ SR-60, allowances per drawings and direction by Highland Fairview is
included.
 Theodore Ramp
 Cast-In-Place Concrete Gutters:
 1.
    
    Addition of V-Ditch is included.
 Chain Link Fencing:
 1.
    
    Added Four Thousand Four Hundred Seventy-One (4,471) lineal feet of Cal-Trans standard chain
link fence (157/lf shown on plan) is included.
 Cast-In-Place Concrete Screen walls:
 1.
    
    Site screen wall overhead panels have been removed at gate entries.
 Decorative Metal Fences & Gates:
 1.
    
    Gates, Motors, Controllers at employee parking areas is
included.2.
    
    Entry Gate motors and controllers are included.3.
    
    Gates to have Strobe Sensors  per Moreno Valley Fire authority standards.4.
    
    Protection bollards at entry gates are included.




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##### 



MH00-121-226 ighland Fairview Corporate Park  General Contractor
 EXHIBIT F
Qualifications / Changes from Plans & Specifications
 5.
    
    Fire Access gate operating system to be Opticon System per Fire Marshals direction is
included.
 Unit Masonry Walls:
 1.
    
    PCC concrete is lieu of masonry walls is included.2.
    
    Details to be Moreno valley city standards for retaining walls.
 Water Domestic:
 1.
    
    Water assembly for water meters is included.2.
    
    Two (2) each pressure reducing valve stations Redlands and Sinclair are included.3.
    
    Backflow preventer devices are included.4.
    
    Previsions for 1 meter at Median, 2 meter at Corporate Park and 3 meter at Association are
included.
 Redlands Ramp DW Loop Connector:
 1.
    
    Scope and drawings per Highland Fairview direction is included.
 Water Fire:
 1.
    
    Temporary fire water will be required at the time of roofing materials delivery and
installation.2.
    
    Added fire laterals to pads 1 and 4 are included.3.
    
    Fire line change from 10 to 12 is included.4.
    
    Stainless Steel hardware is included.5.
    
    Fire protection bollards are included.
 Sanitary Sewer Systems:
 1.
    
    Added laterals to service future pads 2, 3 and 4 are included.
 Storm Drainage Systems:
 1.
    
    Rip-Rap change in design Line F is included.2.
    
    Secondary Outlet structure is included.3.
    
    Temporary transitions=al 24 HDPE pipe form north basin is not required and not included.4.
    
    Off-Site storm drainage at Redlands Blvd. is included.5.
    
    Added  Large trash gate and fencing is included.
 Site Underground Electrical:
 1.
    
    Includes all conductors.2.
    
    Includes changes to 2,500 KVA transformers.3.
    
    Includes traffic signal interconnect.4.
    
    Includes power for landscape maintenance electrical powered maintenance equipment.5.
    
    Underground Electrical includes High-Voltage Transformer
& Secondary Distribution is included.6.
    
    Underground Jack-N-Bore @ SR 60 for future electrical service
is included.
 Low-Voltage Dry Utilities (Communication):
 1.
    
    Includes all on-site and off-site cabling.2.
    
    Includes telephone backbone.3.
    
    Low-Voltage, Dry Utilities, Communications infrastructure, (Verizon, Time Warner, Gas trench
only) are included
 Street Lights & Bases:
 1.
    
    Twenty-Six (26) Marbelite Street lights to be furnished and installed with all underground
and infrastructure.
 Guard Shacks:
 1.
    
    Guard shacks are furnished by tenant, installed by contractor.
 Site Specialties:
 1.
    
    Flag poles to be: one (1) US flag and pole, one (1) California flag and pole and one (1) pole for
Skechers USA flag.2.
    
    Knox Boxes locations to be determined by Fire Marshal are included.
 Paint:
 1.
    
    Dock numbers interior and exterior located at dock doors per architectural drawings.2.
    
    Interior Columns to receive Yellow Caution Color to eight feet high.
 Site Electrical & Generator:
 1.
    
    Service duct and cable two (2) each are included.2.
    
    Gas trenching and sanding is included.3.
    
    Transformer increased to Seven (7) each 2,500 KVA are included.




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##### 



MH00-121-226  Highland Fairview Corporate Park  General Contractor
 EXHIBIT F
Qualifications / Changes from Plans & Specifications
 4.
    
    Added Four (4) each conduits at Redlands  in lieu of Two (2) each for Primary and
Secondary
distribution is included.
 5.
    
    Electric Car charging stations is included.
 6.
    
    UG electrical service from Dracaea Street west on Redlands Blvd. is included.
 7.
    
    Patch & Slurry Redlands Blvd. is included.
 8.
    
    UG power under SR-60  Two (2) 4 schedule 80
conduits in 12 casing  Jack-N-Bore
are
included.
 Reinforcing Steel:
 1.
    
    Foundation reinforcement for Wynright (WEI) racking equipment is
included.
 Cast-In-Place Concrete:
 1.
    
    Foundations for WEI equipment by ICC, per Wynright (WEI) drawings & Kramer Structural
Drawings, are included.
 2.
    
    Erecting bolts, & column grouting by Wynright.
 3.
    
    Re-saw and joint filler for Wynright columns.
 4.
    
    Exposed Interior Slabs finish Tolerances shall beFF55, and Tile areas may be FF35.
 5.
    
    Sixty-Five (65%) percent of forms liners removed.
 6.
    
    Exposed aggregate finish (sand blasting) deleted.
 7.
    
    Site perimeter walls to be tilt panel wall construction.
 8.
    
    Haul off of concrete foundations spoils to off-site location
for recycling.
 9.
    
    Polished concrete floor finish reviewed at ICC office was accepted by
Tenant
 Structural steel:
 1.
    
    Over-Wall ladders at fire wall on roof are
included.
 Glazing Decorative Metal railing:
 1.
    
    To be HDI Circrum
 Rough Carpentry:
 1.
    
    Skylight curbs are not pressure
treated.
 Panelized Roof:
 1.
    
    Discount taken for Ten (10) day pay discount Four Hundred Twenty-Five (425,000.) thousand
dollars.
 Plastic Fabrication:
 1.
    
    Alabaster Wall detail deleted  value One Hundred Thousand
Dollars.
 Bituminous Dampproofing:
 1.
    
    Site retaining wall
 2.
    
    Elevator Pit
 3.
    
    On-grade tile and VCT areas.
 Metal Wall. / Soffit Panels:
 1.
    
    Aluminum composite panels by Omega  Omega-Lite panels
 Thermal plastic Polyolefin roofing:
 1.
    
    Firestone 45mil TPO w/ 20 year NDL warrantee.
 Smoke Ventilating Skylights:
 1.
    
    Bristolite 4896-SSVDL-CM-HS1-MF-OR curb mounted double 10# smoke hatch.
 Vertical Joint Sealants:
 1.
    
    Truck apron and building is
included.
 Multi-Leaf Vertical Lift Doors:
 1.
    
    Northwest 24ga. #924 and 20ga at ramp
doors.
 Glass & glazing:
 1.
    
    Frosted glass in lieu of Polycarbonate panels and hardware
 2.
    
    Standard Kynar Color and finish is accepted.
 3.
    
    Vision Glass  1 insulated (1/4 Solar Cool
Cariba 1/2 air gap 1/4 Solarban 60 is accepted
 4.
    
    Spandrel Glass 
1/4 Solar Cool Cariba w/ warm Gray Opacicoat is accepted
 5.
    
    Alternate to Polycarbonate Panel  1/4 Clear Annealed glass with frosted finish is
accepted
 Thin-Set Tile:
 1.
    
    Crack isolation underlayment on Mezzanine level is included.
 2.
    
    Polished concrete floors in lieu of to be determined.




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##### 



MH00-121-226  Highland Fairview Corporate Park  General Contractor
 EXHIBIT F
Qualifications / Changes from Plans & Specifications
 Acoustical Panel Ceilings:
 1.
    
    15/16th tile in lieu of
specification thickness.
 Bamboo Flooring:
 1.
    
    Includes matching
base.
 Carpeting Tiles / VCT:
 1.
    
    Areas to receive polished concrete to be determined.
 2.
    
    Rubber base to be at all polished concrete locations.
 Metal Toilet Compartments & Accessories:
 1.
    
    ASI manufactures change in lieu of
Bobrick.
 Emergency Key Cabinets (Knox Box):
 1.
    
    Nine (9) in bids at this time.
 Decorative Airfoil Louvers & Wire Screening:
 1.
    
    Radius-edge custom louvers are included.
 2.
    
    Jewel Box exterior finish  Hendricks Screen per HPA directive, (v-wire, 69v, spacing
3/8 with
support rod style Fin, height 1.00)
 Window Shades:
 1.
    
    Shades on windows boxed openings tilt concrete wall cover.
 2.
    
    Shades added at exterior office glazing
 Elevator:
 1.
    
    Otis Holeless Hydraulic 2,500# w/ level 2 cab
finish.
 Fire Sprinkler Systems:
 1.
    
    FM 200 System and Pre-Action System included.
 Commercial Water Closet, Urinals, Fixturers:
 1.
    
    L-4 fixturers in lieu of L-1, L-2, and L-3
 2.
    
    Plumbing design to be taken over to maintain the Design-Build
status.
 Heating, Ventilating & Air Conditioning:
 1.
    
    Clarifiers to filters and racks in warehouse.
 2.
    
    Mechanical design to be taken over to maintain the Design-Build
status.
 Electrical:
 1.
    
    Electrical design to be taken over to maintaine the Design-Build status.
 2.
    
    Power to parking lot light poles north parking lot for data scanners.
 3.
    
    Connections to Balers, Shredders and Compactors (furnished by tenant).
 4.
    
    C02 sensors for interlock.
 5.
    
    Install tenant supplied Big Ass Fans.
 6.
    
    Roof penetrations and power for roof top cameras.
 7.
    
    Distribution of electrical for landscape irrigation.
 8.
    
    Charging Station for Electric powered cars by contractor
 9.
    
    Power, Support, Installation of tenant supplied Big Ass Fans shall be
included.
 Lighting:
 1.
    
    Lighting upgrade included.
 Fire Alarm:
  Notes:
 1.
    
    Included: hook-up of tenant/owner supplied equipment by plumber and electrician.
 2.
    
    Maintenance office area not designed, power has been incorporated in plan.
 3.
    
    Battery charging designed, but power has been incorporated in plan.
 4.
    
    Design based on LEED certification.
 5.
    
    On-Site bollards on project have been included (100%)
 6.
    
    Electrical, Mechanical and Plumbing drawings must be taken over by contractor and
engineering
to complete and sign for submittal for permitting
 GENERAL EXCLUSIONS:
 1.
    
    Permits and plan check fees, utility company charges, encroachment permits.
 2.
    
    Testing and Special Inspections by deputy inspector by owner.




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##### 



MH00-121-226  Highland Fairview Corporate Park  General Contractor
 EXHIBIT F
Qualifications / Changes from Plans & Specifications
 3.
    
    Builders risk insurance by owner.
 4.
    
    Cost incurred to remove or relocate unknown utilities or structures buried on site
not disclosed in contract documents and site visit by General Contractor & his Subcontractor.
 5.
    
    Toxic waste removal.
 6.
    
    Export or import of soil beyond project adjoining land owned by owner.
 7.
    
    Special Insurance to the extent not set forth in Addendum A.
 8.
    
    Site gas line meter.
 9.
    
    Dewatering of ground water not resulting from action or inaction by contractor.
 10.
    
    Soils stabilization methods not shown on plan or specifications which is not a result
of action or
inaction by the contractor.
 11.
    
    Pest control.
 12.
    
    It is to the General Contractors decision if he employees Guard service; but this
does not relieve
the responsibility of the contractor to protect all materials and work in place until the
time the
owner has taken full and final acceptance of same.
 13.
    
    Eyewash at battery storage equipment by owner, rough-in and hock-up by contractor.




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.Tentative Parcel Map Conditions of ApprovalP5
    
    Site Maintenance
    
    All undeveloped portions of the site shall be maintained in a manner that provides for the control of weeds, erosion and dust.
    
    Construction
    
    
    
    
    
    GCP12
    
    Archaeo/Paleo
    
    If potential historic,
archaeological, or paleontological resources are uncovered during excavation or construction activities at
the project site, work in the affected area will cease immediately and a qualified person (meeting the Secretary of the Interiors
standards (36CFR61)) shall be consulted by the applicant to evaluate
the find, and as appropriate recommend alternative measures to
avoid, minimize or mitigate negative effects on the historic, prehistoric, or paleontological resource. Determinations and
recommendations by the consultant shall be implemented as deemed appropriate by the Community Development Director, in consultation
with the State Historic Preservation Officer (SHPO) and any and all affected Native American Tribes before any further work commences
in the affected area. (Advisory) If human remains are discovered, work in the affected area shall cease immediately and the County
Coroner shall be notified. If it is determined that the remains are
potentially native American, the California Native American
Heritage Commission and any and all affected native American Indians tribes such as the Morongo Band of Mission Indians or the
Pechanga Band of Luiseno Indians shall be notified and appropriate measures provided by State law shall be implemented.
    
    Construction
    
    
    
    
    
    HF/GCP15
    
    Archaeology
    
    A qualified archaeologist and or tribal monitors from any affected Native American Indian tribes shall be present during grading
to evaluate and recommend appropriate actions for any archaeological deposits exposed by construction activity. The monitoring
archaeologist shall be empowered to halt grading in the vicinity of an exposed archaeological deposit until that deposit can be fully
evaluated. The consultant (i.e. archaeologist) shall consult with any and all affected Native American Indian tribes in the area on
any Treatment Plan prepared for the project.
    
    Grading
    
    
    
    
    
    HF/GCP16
    
    Mitigation Measures
    
    Prior to the issuance of precise grading permits, mitigation measures contained in the Mitigation Monitoring Program approved with
this project shall be implemented as provided therein.
    
    Construction
    
    
    
    
    
    HF/GCB-1
    
    Applicable Codes
    
    The above project shall comply with the current California Codes (CBC, CEC, CMC and the CPC) as well as all other city ordinances.
All new projects shall provide a soils report. Plans shall be submitted to the Building Department as a separate submittal.
    
    Construction
    
    
    
    
    
    HF/GCF2
    
    Fire Flows
    
    The Fire Prevention Bureau is
required to set a minimum fire flow for the remodel or construction of all commercial buildings per
CFC Appendix B and Table B105.1. The applicant/developer shall provide documentation to show there exists a water system capable of
delivering 4000 GPM for 4 hour(s) duration at 20-PSI residual operating pressure. The required fire flow may be adjusted during the
approval process to reflect changes in design, construction type, or
automatic fire protection measures as approved by the Fire
Prevention Bureau. Specific requirements for the project will be determined at time of building plan submittal. (CFC 508.3, Appendix B
and MVMC 8.36.100 Section D). The 50% reduction in fire flow was granted for the use of fire sprinklers throughout the facility. The
reduction shall only apply to fire flow, hydrant spacing shall be per the fire flow requirements listed in CFC Appendix B and C.
    
    Construction
    
    
    
    
    
    HF/GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.F3
    
    Fire Hydrants
    
    Industrial, Commercial, Multi-family, Apartment, Condominium, Townhouse or
Mobile Home Parks. A combination of on-site and off-site super enhanced fire
hydrants (6 x 4 x 4 x 2 1/2) shall not be closer than 40 feet and more than
150 feet from any portion of the building as measured along approved emergency
vehicular travel ways. The required fire flow shall be available from any adjacent
fire hydrant(s) in the system. Where new water mains are extended along streets
where hydrants are not needed for protection of structures or similar fire
problems, super or enhanced fire hydrants as determined by the fire
code official
shall be provided at spacing not to exceed 500 feet of frontage for transportation
hazards.
    
    Construction
    
    
    
    
    
    HF/GCLD6
    
    Nuisances (This
condition is in both TPM
and Plot Plan)
    
    The developer shall monitor, supervise and control all construction and
construction supportive activities, so as to prevent these activities from causing
a public nuisance, including but not limited to, insuring strict adherence to the
following: a. Removal of dirt, debris, or other construction material deposited on
any public street no later than the end of each working day. b. Observance of
working hours as stipulated on permits issued by the Public Works
Department. c. The construction site shall accommodate the parking of all motor vehicles used by
persons working at or providing deliveries to the site. d. All dust control
measures per South Coast Air Quality Management District (SCAQMD) requirements
shall be adhered to during the grading operations. Violation of any condition or
restriction or prohibition set forth in these conditions shall subject the owner,
applicant, developer or contractor(s) to remedies as noted in the City Municipal
Code 8.14.090. In addition, the City Engineer or Building Official may suspend all
construction related activities for violation of any condition, restriction or
prohibition set forth in these conditions until such time as it has been
determined that all operations and activities are in conformance with these
conditions.
    
    Construction
    
    
    
    
    
    GCLD7
    
    Downstream Properties
(This condition is in both
TPM and Plot Plan)
    
    The developer shall protect downstream properties from damage caused by
alteration of drainage patterns, i.e., concentration or diversion of flow.
Protection shall be provided by constructing adequate drainage facilities,
including, but not limited to, modifying existing facilities or by securing a
drainage easement.
    
    Grading
    
    
    
    
    
    GCLD19
    
    SWPPP (This condition
is in both TPM and Plot
Plan)
    
    Prior to grading permit issuance, the developer shall prepare a Storm Water
Pollution Prevention Plan (SWPPP) in conformance with the States Construction
Activities Storm Water General Permit. A copy of the the current SWPPP shall be
kept at the project site and be available for review upon request. The SWPPP shall
be submitted to the Citys Storm Water Program Manager on compact disk(s) in
Microsoft Word format. The developer is required to bring the SWPPP to the grading
pre-construction meeting.
    
    Grading
    
    
    
    
    
    HF/GCLD40
    
    R-O-W Permits (This
condition is in both TPM
and Plot Plan)
    
    All work performed within the City right-of-way requires a construction
permit. As determined by the City Engineer, security may be required for work
within the right-of-way. Security shall be in the form of a cash deposit or other
approved means. The City Engineer may require the execution of a public
improvement agreement as a condition of the issuance of the construction permit.
All inspection fees shall be paid prior to issuance of construction permit.
    
    Construction
    
    
    
    
    
    HF/GCLD44
    
    Waste Management Plan
(This condition is in both
TPM and Plot Plan)
    
    Prior to issuance of a building permit, the developer shall submit for review
and approval, a Waste Management Plan (WMP) per City code and Land Development
Division requirements.
    
    Building
Permit
    
    
    
    
    
    HF/GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.LD46
    
    Public Improvements
(This condition is in both
TPM and Plot Plan)
    
    Prior to issuance of a certificate of occupancy or building final,
the developer shall construct all public improvements in conformance
with applicable City standards, unless otherwise approved by the City
Engineer, including but not limited to the following applicable
improvements: a. Street improvements including, but not limited to:
pavement, base, curb and/or gutter, cross gutters, spandrel, sidewalks,
drive approaches, pedestrian ramps, street lights, signing, striping,
under sidewalk drains, landscaping and irrigation, medians, redwood
header boards, pavement tapers/transitions and traffic control devices
as appropriate. b. Storm drain facilities including, but not limited to:
storm drain pipe, storm drain laterals, open channels catch basins and
local depressions. c. City-owned utilities. d. Sewer and water systems
including, but not limited to: sanitary sewer, potable water and
recycled water. e. Under grounding of existing and proposed utility
lines less than 115,000 volts. f. Relocation of overhead electrical
utility lines including, but not limited to: electrical, cable and
telephone.
    
    Occupancy
    
    
    
    HF responsible
for Item  f
    
    HF/GCLD47
    
    Utilities (This
condition is in both TPM
and Plot Plan)
    
    Prior to issuance of a certificate of occupancy or building final,
all existing and new utilities adjacent to and on-site shall be placed
underground in accordance with City of Moreno Valley ordinances.
    
    Occupancy
    
    
    
    No exisiting
utilites known
    
    GCLD48
    
    Water Quality
Improvements (This
condition is in both TPM
and Plot Plan)
    
    Prior to issuance of a certification of occupancy or building final,
the Developer must comply with the following: a. Any required water
quality basins, associated treatment control BMPs, and associated
hardware per the approved civil drawing must be constructed, certified
and approved by the City Engineer including, but not limited to, piping,
forebay, aftbay, trash rack. b. An Engineers Line and Grade
Certification shall be provided to the City. c. Said facilities shall
pass a a flow test per City test procedures.
    
    Occupancy
    
    
    
    
    
    GCLD50
    
    Aggregate Slurry (This
condition is in both TPM
and Plot Plan)
    
    Aggregate slurry, per Section 203-5 of Standard Specifications for
Public Works Construction, may be required just prior to acceptance of
street(s) into the City maintained road system at the discretion of the
City Engineer.
    
    Acceptance of Streets
    
    
    
    
    
    HFLD55
    
    Caltrans Property (This
condition is in both TPM
and Plot Plan)
    
    Notwithstanding what is shown on the tentative parcel map and
grading plan, no grading on Caltrans property shall be permitted without
an encroachment permit.
    
    Grading
    
    
    
    
    
    HF/GCLD60
    
    Pavement Edge Treatment
(This condition is in both
TPM and Plot Plan)
    
    Prior to improvement plan approval, the plans shall show redwood
headers, or other pavement edge treatment as approved by the City
Engineer, at all edge-of-pavement locations in the public right-of-way.
If redwood header board is approved, the redwood header shall be
installed per the City Standard, using a nominal minimum of 2 wide by
6 deep board. This shall include, but not be limited to, the following
locations: a. Along the frontage of Parcels 1,2 and 4 of PM 35629, south
side of Eucalyptus Avenue, south edge of the east bound travel lane to
be constructed in Phase 1. b. Along the frontage of Parcel 4 of PM
35629, east side of Theodore Street, east edge of the northbound travel
lane to be constructed in Phase 2. c. Along the frontage of Parcel 3 of
PM 35629, west side of Redlands Boulevard, west edge of the southbound
travel lane to be constructed in Phase 3. d. Along the frontage of
Parcel 3 of PM 35629, south side of Eucalyptus Avenue, south edge of the
eastbound travel lane to be constructed in Phase 3. e. At proposed
pavement Transitions at edge of pavement. f. As required by the City
Public Works Inspector(s).
    
    Construction
    
    
    
    Phase 1 only
    
    GCLD62
    
    Caltrans Encroachment
(This condition is in both
TPM and Plot Plan)
    
    Prior to commencing any work within Caltrans right-of-way, the
developer shall obtain an encroachment permit from Caltrans. Work within
Caltrans right-of-way may include that work associated with storm drain
connections to existing freeway culverts, water line removal, water line
extension from north of the freeway including jack and bore operation,
power pole relocation and/or undergrounding, and any grading.
    
    Construction
    
    
    
    
    
    HF/GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.LD72
    
    Grading Certification
(This condition is in both
TPM and Plot Plan)
    
    Prior to issuance of a building
permit, final line and grade certification
shall be provided by the licensed engineer of record stating the building pad is
in substantial conformance with the approved grading plan. For Parcel 1, the
developer shall coordinate with Land Development staff to facilitate partial pad
certification in conjunction with construction sequencing as approved by the City
Engineer. The relocation and/or abandonment of existing utilities and quitclaim of
existing easements shall be coordinated with the sequencing of the Parcel 1
development such that these do not interfere or encumber the particular building
area being developed at any given time.
    
    Building
Permit
    
    
    
    
    
    HF/GCLD77
    
    Caltrans Jack and Bore
(This condition is in both
TPM and Plot Plan)
    
    Prior to occupancy for the proposed building in Phase 1, the developer shall
obtain an encroachment permit from Caltrans and complete the following jack and
bore operation for the installation of a proposed water line underneath SR-60 to
be located within Sinclair Street right-of-way north of the freeway. The developer
shall apply Caltrans crossing requirements to the portion of the water line that
will lie within Parcel G of the tentative parcel map.
    
    Occupancy
    
    
    
    
    
    HF/GCLD80
    
    Utilities (This
condition is in both TPM
and Plot Plan)
    
    Prior to occupancy of the proposed building in Phase 1, existing utilities
shall be relocated outside of Parcels G, 5, and 6, as identified on the tentative
parcel map (Parcels 5 and 6 to be dedicated as lettered lots on the final parcel
map), being offered for dedication for highway and road purposes.
    
    Occupancy
    
    
    
    
    
    HF/GCLD81
    
    Overhead Electrical
Service (This condition is
in both TPM and Plot
Plan)
    
    Prior to occupancy of the proposed
building in Phase 1, the developer shall
bring overhead electrical service to the building from the nearest source
identified by the developer to be located on the west side of Redlands Boulevard
near Dracaea Avenue. This will require the developer to bore under Redlands
Boulevard to the east side of Redlands Boulevard.
    
    Occupancy
    
    
    
    
    
    HF/GCLD83
    
    Infiltrometer Test (This
condition is in both TPM
and Plot Plan)
    
    In accordance with the City of Moreno Valley standards, the Double Ring
Infiltrometer field testing method per ASTM D3385 shall be utilized to perform
in-situ percolation testing in the location of proposed infiltration area
treatment control Best Management Practice (BMP) and the results included as an
amendment to the Final WQMP prior to issuance of the first occupancy.
    
    Occupancy
    
    
    
    
    
    HF/GCLD85
    
    Water Quality BMPs
(This condition is in both
TPM and Plot Plan)
    
    The Applicant shall select and implement treatment control BMPs that are
medium to highly effective for treating Pollutants of Concern (POC) for the
project. POC include project pollutants associated with a 303(d) listing or a
Total Maximum Daily Load (TMDL) for receiving waters. Project pollutants of
concern include: sediment/turbidity, nutrients, organic compounds, oxygen
demanding substances, and pathogens. Exhibit C of the document, Riverside County
Water Quality Management Plan for Urban Runoff dated July 24, 2006 shall be
consulted for determining the effectiveness of proposed treatment BMPs.
    
    Construction
    
    
    
    
    
    HF/GCLD86
    
    Water Quality BMPs
(This condition is in both
TPM and Plot Plan)
    
    Overall, the proposed treatment control concept is accepted as the conceptual
treatment control BMP for the proposed site. The Applicant has proposed to
incorporate the use of combined detention and infiltration basins with underdrain
systems. Final design details of these detention and infiltration systems must be
provided in the first submittal of the F-WQMP. The size of the treatment control
BMP is to be determined using the procedures set forth in Exhibit C of the
Riverside County Guidance Document. The Applicant acknowledges that more area than
currently shown on the plans may be required to treat site runoff as required by
the WQMP Guidance Document.
    
    Construction
    
    
    
    
    
    HF/GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.LD88
    
    Water Quality BMPs (This condition is in
both TPM and Plot Plan)
    
    The Applicant shall, prior to building or grading permit closeout or the
issuance of a certificate of occupancy, demonstrate: a. That all structural BMPs
have been constructed and installed in conformance with the approved plans and
specifications; b. That all structural BMPs described in the F-WQMP have been
implemented in accordance with approved plans and specifications; c. That the
Applicant is prepared to implement all non-structural BMPs included in the F-WQMP,
conditions of approval, and building/grading permit conditions; and d. That an
adequate number of copies of the approved F-WQMP are available for the future
owners/occupants of the project.
    
    Occupancy
    
    
    
    
    
    HF/GCSD4
    
    Damage Repair (This condition is in both
TPM and Plot Plan)
    
    Any damage to existing landscape easement areas due to project construction
shall be repaired/replaced by the Developer, or Developers successors in
interest, at no cost to the Moreno Valley Community Services District.
    
    Construction
    
    
    
    
    
    GCSD12
    
    Median Improvements (This condition is in
both TPM and Plot Plan)
    
    All median landscaping specified in the tentative map or in these Conditions
of Approval shall be constructed pursuant to the project phasing plan dated
December 10, 2008.
    
    Construction
    
    
    
    
    
    GCTE1
    
    Signal Interconnect
    
    Install Citywide Communication System (Traffic Signal Interconnect) per City
Standards along Eucalyptus Avenue and Theodore Street.
    
    Occupancy
    
    
    
    
    
    HF/GCTE7
    
    Street Sweeping
    
    Prior to final approval of the street improvement plans, the developer shall
submit to the City a contract between the developer and a street sweeping company
for sweeping the streets during the warranty period, for the day shown on the
posted street sweeping signage. The contract shall include a contact person and
phone number for said contact person.
    
    SIP Approval
    
    
    
    Post-construction
only
    
    HFTE8
    
    Traffic Control Plan
    
    Prior to issuance of a construction permit, construction traffic control plans
prepared by a qualified, Registered Civil or Traffic Engineer shall be
required.
    
    Construction
    
    
    
    
    
    HF/GCTE16
    
    Signing and Striping
    
    Prior to issuance of a certificate of occupancy, all approved signing and
striping shall be installed per current City Standards and the approved
plans.
    
    Occupancy
    
    
    
    
    
    GCTE17
    
    Intersection and Roadway Improvements
    
    Prior to issuance of a certificate of occupancy for Phase 1, the project
applicant shall construct the intersection/roadway improvements identified in
TE11, TE12, and TE13 per the approved plans.
    
    Occupancy
    
    
    
    
    
    GCTE19
    
    Driveways
    
    Prior to the issuance of a certificate of occupancy for the project, driveway
access at the following locations will be installed as follows: a) The easternmost
driveway: full access; b) The second driveway from the east: right-in, right-out
access by means of a raised median; c) The third driveway from the east (employee
parking lot): full access; d) The second driveway from the west: right-in,
right-out by means of a raised median; e) The westernmost driveway:
full access; f) Additional driveways for Phases 2 and 3 shall be reviewed at the time of their
entitlement, and conditions of approval shall be prepared as necessary regarding
access. NOTE: All truck driveways shall have curb return radii of 50 feet.
    
    Occupancy
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.TE20
    
    Traffic Control, Signing/Striping
    
    Prior to the acceptance of streets into the City-maintained road
system, all approved traffic control and signing and striping shall be
installed per current City Standards and the approved plans.
    
    Acceptance of Streets
    
    
    
    
    
    GCParks(b)
    
    Contractor Licenses (This condition
is in both TPM and Plot Plan)
    
    The General Contractor shall be a
State of California Class A
General Engineering Contractor, per the Business and Professions Code
Section 7056, or a combination of State of California Class C licenses
for which the work is being performed. Licenses must be current and in
good standing, for the duration of the project.
    
    General
    
    
    
    
    
    GCParks(f)
    
    Trail Grading (This condition is in
both TPM and Plot Plan)
    
    Grading certification and compaction tests for trails and bikeways
are required, prior to any trail or bikeway improvements being
installed.
    
    Grading
    
    
    
    
    
    HF/GCParks(m)
    
    Trail Staking (This condition is in
both TPM and Plot Plan)
    
    The trail and bikeway shall be surveyed and staked by the developer.
The trail shall be inspected and approved by the Parks and Community
Services Director or his/her designee prior to the commencement of
related work.
    
    Grading
    
    
    
    
    
    GCParks(n)
    
    Trail Damage (This condition is in
both TPM and Plot Plan)
    
    Any damage to bikeways, trails, or fencing during construction shall
be repaired by the developer and inspected by the Parks and Community
Services Director or his/her designee; prior to Certificate of
Occupancy.
    
    Construction
    
    
    
    
    
    GCParks(o)
    
    Trail Accesses (This condition is in
both TPM and Plot Plan)
    
    Concrete access areas to trails with decomposed granite surfaces
shall be rough finished concrete (typically tine finish). The access
shall extend to the main trail flat surface.
    
    Construction
    
    
    
    
    
    GCParks(s)
    
    Landscape Damage (This condition is
in both TPM and Plot Plan)
    
    Any damage to existing landscape or hardscape areas due to project
construction shall be repaired/replaced by the developer, or developers
successors in interest, at no cost to the City or Community Services
District.
    
    Construction
    
    
    
    
    
    GCParks(t)
    
    Parks Inspections (This condition is
in both TPM and Plot Plan)
    
    All inspections shall be requested two (2) working days in advance
from the Parks and Community Services Department at the time of rough
and precise grading; fence and gate installation; curb and drainage;
flatwork; D.G. installation; graffiti coating; and final
inspection.
    
    Construction
    
    
    
    
    
    GCPD1
    
    Site Fencing (This condition is in
both TPM and Plot Plan)
    
    Prior to the start of any construction, temporary security fencing
shall be erected. The fencing shall be a minimum of six (6) feet high
with locking, gated access and shall remain through the duration of
construction. Security fencing is required if there is: construction,
unsecured structures, unenclosed storage of materials and/or equipment,
and/or the condition of the site constitutes a public hazard as
determined by the Public Works Department. If security fencing is
required, it shall remain in place until the project is completed or the
above conditions no longer exist.
    
    Construction
    
    
    
    
    
    GCPD2
    
    Project Signage (This condition is in
both TPM and Plot Plan)
    
    Prior to the issuance of grading permits, a temporary project
identification sign shall be erected on the site in a secure and visible
manner. The sign shall be conspicuously posted at the site and remain in
place until occupancy of the project. The sign shall include the
following: a. The name (if applicable) and address of the development.
b. The developers name, address, and a 24-hour emergency telephone
number.
    
    Grading
    
    
    
    
    
    HF/GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.Plot Plan Conditions of ApprovalP11
    
    Drainage
    
    Prior to the issuance of any grading permits and prior to any physical
disturbance of any natural drainage course, for any area determined to contain
riparian vegetation, the applicant shall obtain a stream bed alteration agreement
or permit, or a written waiver of the requirement for such an agreement or
permit, from both the California Department of Fish and Game and the U.S. Army
Corps of Engineers. Written verification of such a permit or waiver shall be
provided to the Community Development DepartmentPlanning Division and the
Public Works DepartmentLand Development Division.
    
    Grading
    
    
    
    For GC info
only. 
All permits by HF.
    
    HF/GCP29
    
    Completion of Improvements
    
    Prior to issuance of Certificates of Occupancy or building final, all
required landscaping, buildings, lighting, parking lot improvements including,
but limited to paving and striping, and irrigation shall be installed for the
required phase.
    
    Occupancy
    
    
    
    
    
    GCP30
    
    Fences and Walls
    
    Prior to the issuance of Certificates of Occupancy or building final, all
required and proposed fences and walls shall be constructed and installed for the
required phase according to the approved plans on file in the Community
Development DepartmentPlanning Division.
    
    Occupancy
    
    
    
    
    
    GCP31
    
    Landscape Review
    
    Prior to issuance of Certificate of Occupancy or building final, all required
landscaping and irrigation, including basins, shall be reviewed by the Community
Development Department  Planning Division. The landscaping shall be installed
for the required phase in accordance with the Citys Landscape Standards the
approved landscape plans, and conditions of approval included in the grading and
building sections above.
    
    Occupancy
    
    
    
    
    
    HF/GCP35
    
    Construction Lighting
    
    MM A-1 During project construction, the construction site manager or
supervisor shall ensure that construction lighting shall be limited to lighting
within the work area and light trespass shall be avoided through directional
lighting, shielding, and other similar control measures.
    
    Construction
    
    
    
    
    
    GCP38
    
    Low Emission Construction
    
    MM AQ-2 The project applicant shall meet CARB standards by assuring use of
lowest emission construction equipment reasonably available for use on this
project. The construction fleet average shall meet or exceed Tier II level and
the applicant shall project incentives in the bidding process in
selecting constructions contractors that propose the lowest-emission construction equipment (i.e., high pressure injectors; smaller engine sizes; electric
equipment; gasoline powered equipment with catalytic converters; and
alternatively fueled construction equipment). The applicant shall also provide
incentives in the bidding process in selecting grading and construction
contractors that propose the use of equipment using Level III diesel
particulate
filters.
    
    Construction
    
    
    
    GC will use
Level III diesel
particulate filters
if available.
    
    GCP39
    
    Equipment Maintenance
    
    MM AQ-3 During project construction, construction equipment shall be properly
maintained in accordance with manufacturers specifications; maintenance shall
include proper tuning and timing of engines. During maintenance, precautions
shall be taken to ensure that fuel is not leaked onto the ground. Equipment
maintenance records and equipment design specification data sheets shall be kept
onsite during construction and subject to inspection by the SCAQMD.
    
    Construction
    
    
    
    
    
    GCP40
    
    Equipment Idling
    
    MM AQ-4 During project construction, the project applicant shall require all
contractors to turn off all construction equipment and delivery vehicles when not
in use or prohibit idling in excess of five (5) minutes.
    
    Construction
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.P41
    
    Traffic Control
    
    MM AQ-5 Prior to issuance of a grading permit, the project applicant shall provide a traffic
control plan to the City of Moreno Valley that will describe in detail safe detours around the
project construction site with temporary traffic control (e.g., flag person) during
construction-related truck hauling activities, as required by the City. Construction activities
that affect traffic flow on the arterial system shall be minimized by scheduling such activities
to off-peak hours. Construction truck travel shall be routed to minimize travel on congested
streets and near to sensitive receptor areas. Construction traffic shall gain access to the
project site via Theodore Street and Eucalyptus Avenue to the greatest extent possible to minimize
traffic and dust along Redlands Boulevard. The traffic control plan is primarily intended as a
safety measure but also can minimize traffic congestion and delays that increase idling and
acceleration emissions. The traffic control plan shall be prepared in accordance with U.S.
Department of Transportation Federal Highways Administration Rule on Work Zone Safety 23 CFR 630
Subpart J. Developing and Implementing Traffic Management Plans for Work Zones.
    
    Grading
    
    
    
    
    
    HF/GCP43
    
    Carpooling
    
    MM AQ-7A Construction Phases. Prior to the issuance of grading permits, the developer shall
provide documentation to the City of Moreno Valley indicating that construction workers will be
encouraged to carpool to the greatest extent practical, including providing information on park
and ride programs available to workers. The project shall also provide for lunch services onsite
during construction to minimize the need for offsite vehicle trips. Workers shall be informed in
writing and a letter placed on file at the City of Moreno Valley documenting the efforts to
encourage carpooling.
    
    Grading
    
    
    
    
    
    GCP45
    
    Electric Hook-ups
    
    MM AQ-8 During project construction, onsite electrical hook-ups shall be provided for electric
construction tools including saws, drills and compressors, to minimize the need for diesel powered
electric generators.
    
    Construction
    
    
    
    
    
    GCP46
    
    Rumble Strips
    
    MM AQ-9 During project construction, rumble or bumper strips or similar best management practices
shall be provided where vehicles enter and exit the construction site onto paved roads, or wash
off trucks or any equipment leaving the site with each trip.
    
    Construction
    
    
    
    
    
    GCP47
    
    Offsite Construction Hours
    
    MM AQ-10 Offsite construction improvements shall be limited to an 8-hour day during daylight hours.
    
    Construction
    
    
    
    
    
    GCP55
    
    Food Service
    
    MM AQ-18. Food services shall be provided onsite.
    
    Construction
    
    
    
    
    
    GCP64
    
    Archaeology
    
    MM CR-2. Project-related archaeological monitoring shall include the following constraints: 1) All
construction-related earthmoving shall be monitored to a depth of ten (10) feet below grade by the
Project Archaeologist or his/her designated representative; 2) Once 50 percent of the earth to be
moved has been examined by the Project Archaeologist, the Project Archaeologist may, at his or her
discretion, terminate monitoring if and only if no buried cultural resources have been detected;
3) If buried cultural resources are detected during monitoring, monitoring must continue until 100
percent of virgin earth within the study area has been disturbed and inspected by the Project
Archaeologist or his/her designated representative;
4) Grading shall cease in the area of a cultural artifact or potential cultural artifact as
delineated by the Project Archaeologist or his/her designated representative. Grading should
continue in other areas of the site while particular find are investigated; and 5) If cultural
artifacts are uncovered during grading, they shall be examined by a professional archaeologist
subject to MM CR-3, and decisions shall be made as to mitigation, treatment and/or disposition in
consultation with the culturally affiliated Tribe(s), as determined by the City. A
mitigation-monitoring report must accompany the artifacts.
    
    Grading
    
    
    
    
    
    HF/GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.P65
    
    Cultural Resources
    
    MM CR-3. Should buried
prehistoric cultural resources be
encountered during monitoring,
the resources shall be evaluated
for significance in consultation
with the culturally affiliated
Tribe(s), as determined by the
City, following CEQA Guidelines
prior to continuance of grading
in the area.
    
    Grading
    
    
    
    
    
    HF/GCP67
    
    Paleontology
    
    MM CR-5. (GP) Prior to the
issuance of a grading permit, a
City-approved Project
Paleontologist shall be retained
to initiate and supervise
paleontological
mitigation-monitoring in all
areas of the project, subject to
certain constraints found below:
    
    Grading
    
    
    
    
    
    HF/GC1) Once excavations reach ten
(10) feet in depth, monitoring of
excavation in areas identified as
likely to contain paleontological
resources by a qualified
paleontological monitor or
his/her representative must take
place; 2) Paleontological
monitors shall be equipped to
salvage fossils as they are
unearthed to avoid construction
delays and to remove samples of
sediments that are likely to
contain the remains of small
fossil invertebrates and
vertebrates; 3) Monitors shall be
empowered to temporarily halt or
divert equipment to allow removal
of abundant or large specimens,
and 4) Monitoring may be reduced
if the potentially fossiliferous
units described herein are not
present, or, if present, are
determined upon exposure and
examination by qualified
paleontological personnel to have
low potential to contain fossil
resources.P68
    
    Discovery of Remains
    
    MM CR-6. Although considered
unlikely, there is always the
possibility that
ground-disturbing activities may
uncover previously unknown human
remains. Should this occur,
Section 7050.5 of the California
Health and Safety Code applies,
and the following procedures
shall be followed. In the event
of an accidental discovery or
recognition of any human remains,
California Health & Safety Code
7050.5 and California Public
Resource Code (PRC) Section
5097.98 must be followed. In this
instance, once project-related
earthmoving begins and if there
is accidental discovery or
recognition of any human remains,
the following steps shall be
taken: There shall be no further
excavation or disturbance of the
site or any nearby area
reasonably suspected to overlie
adjacent human remains until a
determination as to disposition
and treatment is made.
    
    Grading
    
    
    
    
    
    HF/GCThe Riverside County Coroner
shall be contacted to determine
if the remains are Native
American and if an investigation
of the cause of death is
required. If the coroner
determines the remains to be
Native American, the coroner
shall contact the NAHC within 24
hours to allow the NAHC to
identify the person or persons it
believes to be the most likely
descendant (MLD) of the deceased
Native American. The MLD may make
recommendations and enter into
consultation with the landowner,
for means of treating or
disposing of, with appropriate
dignity, the human remains and
any associated grave goods as
provided in PRC Section 5097.98.P69
    
    Engineering Geologist
    
    The project will be subject to
the Citys Grading Ordinance and
all applicable California
Building Codes. MM GEO-1. During
excavation and grading activities
a qualified engineering geologist
shall observe the in-grading
excavation to confirm the absence
of any fault features within the
building site. If any currently
unknown fault features are
observed, such features shall be
evaluated by the geologist and,
if determined necessary,
remediation measures or other
measures as appropriate shall be
implemented to address such
features in accordance with
applicable City and State
requirements. The geologists
record of observations shall be
summarized in a final report to
be submitted to the City at the
conclusion of excavation/grading
activities.
    
    Grading
    
    
    
    
    
    HF/GCP75
    
    Redlands Boulevard
Restrictions
    
    MM N-1 No construction Vehicles
on Redlands Boulevard south of
Future Eucalyptus Avenue. Other
than construction vehicles
necessary for identified offsite
improvements within Redlands
Boulevard, no construction
vehicles shall be allowed in the
vicinity of any residences on
Redlands Boulevard south of
exiting Fir/future Eucalyptus
Avenue. The prohibition for
construction traffic shall apply
to all phases of the proposed
project.
    
    Construction
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.P76
    
    Nighttime Grading Restrictions
    
    MM N-2 No nighttime
grading or
construction within
1,200 Feet of
Residences south of
Future Eucalyptus
Avenue. City
grading hours are
from 7 a.m. to 8
p.m., Monday
through Friday. No
grading or
construction
activities shall
occur at night (8
p.m. to 7 a.m.)
within 1,200 feet
from any
noise-sensitive
land uses (i.e.
occupied residences
including yard
areas, schools,
etc.) located south
of SR-60 (Exhibit

5.11-6 shows the
current location of
occupied
residences). Prior
to the issuance of
a grading permit,
the project
applicant shall
submit a Noise
Reduction
Compliance Plan
(NRCP) to the City
as part of the
grading permit
submittal showing
the limits of
nighttime
construction based
on the location of
occupied
residential
dwellings and their
associated parcels,
and other noise
sensitive uses. The
limits of nighttime
grading or
construction shall
be shown on the
NRCP and grading
plan submitted to
the City. The
limits of
construction
allowed at night
shall be staked or
posted on site, and
contractors will be
provided with a
copy of the plan
showing the limits
of nighttime
construction. In
the event any new
residential units
or other noise
sensitive land uses
are
built and occupied
in the vicinity of
the project site
prior to completion
of Phase 1
construction,
nighttime
construction and
grading activities
shall be prohibited
within 1,200 feet
of such residences.
Compliance shall be
demonstrated
through a
modification of the
NRCP. With the
implementation of
this mitigation
measure, the
loudest noise level
that would be
experienced at any
developed
residential parcel
would be less than
55 dBA (Leq) during
the nighttime, and
this level would be
consistent with the
limits established
in the Citys Noise
Ordinance.
Compliance with
these standards
during Phase 1
construction of the
project should be
assured through the
Noise Reduction
Compliance Plan
(NRCP) and periodic
monitoring of noise
levels at developed
residential parcels
within 1,200 feet
of the project
site.
    
    Construction
    
    
    
    
    
    GCP77
    
    Daytime Construction Noise
    
    MM N-3 Daytime
Construction Noise.
City grading hours
are from 7 a.m. to
8 p.m., Monday
through Friday. If
project site
grading activities
must occur within
560 fee of
noise-sensitive
land uses during
the daytime (7 a.m.
to 8 p.m.), then
temporary sound
barriers of
sufficient height
and density to
reduce daytime
noise levels to 60
dBA (Leq) or less
shall be placed
between the grading
activities and the
noise-sensitive
land uses. Prior to
the issuance of a
grading permit, the
developer shall
submit a NRCP to
the City as part of
the grading permit
submittal showing
the limits of
daytime
construction based
on the 560 foot
setback in relation
to the location of
occupied
residential
dwellings and their
associated parcels
and other noise
sensitive uses. In
the event any new
residential units
or other noise
sensitive land uses
are built and
occupied in the
vicinity of the
project site prior
to completion of
Phase 1
construction, the
NRCP shall be
modified to show
the revised new 560
foot setback for
day time
construction and
grading activities
in relation to the
new residences.
With the
implementation of
this mitigation
measure the loudest
noise level that
would be
experienced at any
developed
residential parcel
would be less than
60 dBA (Leq) during
the daytime, and
these levels would
be consistent with
the limits
established in the
Citys Noise
Ordinance.
Compliance with
these standards
during Phase 1
construction of the
project should be
assured through the
NRCP and periodic
monitoring of noise
levels at developed
residential parcels
within 560 feet of
the project site.
This mitigation
measure does not
apply to off-site
construction.
    
    Construction
    
    
    
    
    
    GCP78
    
    Equipment Maintenance
    
    MM N-4 Require
Equipment
Maintenance. All
construction
equipment shall be
maintained in good
working order and
fitted with the
appropriate
silencers, mufflers
or acoustic covers
where applicable.
    
    Construction
    
    
    
    
    
    GCP79
    
    Material Stockpiles
    
    MM N-5 Locate
material Stockpiles
1,200 Feet from
Residences south of
the Freeway.
Material stockpiles
shall be located at
least 1,200 feet
from residences
south of future
Eucalyptus Avenue
along Theodore
Street and Redlands
Boulevard. Remotely
locating the
stockpiles reduces
the noise at the
residences from
equipment traveling
to and from the
stock piles and the
noise that is
sometimes
associated with
handling of
material.
    
    Grading
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.P80
    
    Turn Lanes
    
    MM TT-1. (CO) Prior to issuance of Certificate of Occupancy for Phase 1,
turn lanes shall be improved along Theodore Street at SR-60 and at
Eucalyptus Avenue. In addition, minor pavement shall be added to the
Eastbound and West bound State Route 60 Freeway ramp intersections with
Theodore Street to accommodate truck turning movements. These proposed
improvements should enhance safety and improve mobility between the
freeway and Eucalyptus Avenue.
    
    Occupancy
    
    
    
    Plans by HF.
Construction by GC.
    
    HF/GCP83
    
    Turn Lanes
    
    MM TT(C)-1. (CO) Prior to issuance of certificate of occupancy for Phase
1 of the project, turn lanes shall be provided along Theodore Street at
SR-60 and at Eucalyptus Avenue. In addition, minor pavement shall be
added to the Eastbound and West bound State Route 60 Freeway ramp
intersections with Theodore Street to accommodate truck turning
movements These proposed improvements should enhance safety and improve
mobility between the freeway and Eucalyptus Avenue.
    
    Occupancy
    
    
    
    Plans by HF.
Construction by GC.
    
    HF/GCP93
    
    Biodiesel Fuel
    
    MM GCC-7 During onsite construction phases of mass grading, fine
grading, and building (excluding asphalt paving, trenching, and offsite
improvements), off-road construction equipment shall use biodiesel fuel
(a minimum of B20, or 20 percent of biodiesel). Construction equipment
exempt from this measure include those with warranties that would be
voided if B20 biodiesel fuel is used. Prior to issuance of grading
permits, the applicant shall provide documentation to the City that
verifies that certain equipment are exempt; that a biodiesel supply has
been secured; and that the construction contractor is aware that the use
of biodiesel is required.
    
    Grading
    
    
    
    
    
    GCF4
    
    Fire Turnaround
    
    During phased construction, dead end roadways and streets which have not
been completed shall have a turn-around capable of accommodating fire
apparatus.
    
    Construction
    
    
    
    
    
    GCF6
    
    Emergency Fire Access
    
    Prior to building construction, all locations where structures are to be
built shall have an approved Fire Department emergency vehicular access
road (all weather surface) capable of sustaining an imposed load of
80,000 lbs. GVW, based on street standards approved by the Public Works
Director and the Fire Prevention Bureau.
    
    Construction
    
    
    
    
    
    GCF7
    
    Fire Access Roads
    
    Prior to building construction, fire lanes and fire apparatus access
roads shall have an unobstructed width of not less the twenty-four (24)
or thirty (30) feet as approved by the Fire Prevention Bureau and an
unobstructed vertical clearance of not less the thirteen (13) feet six
(6) inches.
    
    Construction
    
    
    
    
    
    GCF8
    
    Road Grade
    
    All roads, driveways and private roads shall not exceed 12 percent grade.
    
    Construction
    
    
    
    
    
    GCF9
    
    Emergency
    
    If construction is phased, each phase shall provide an approved
emergency vehicular access way for fire protection prior to any building
construction.
    
    Construction
    
    
    
    
    
    GCF10
    
    Fire Access
    
    Prior to construction, all locations where structures are to be built
shall have an approved Fire Department access based on street standards
approved by the Public Works Director and the Fire Prevention Bureau.
    
    Construction
    
    
    
    
    
    GCF11
    
    Fire Turnarounds
    
    Prior to building construction, dead end roadways and streets which have
not been completed shall have a turnaround capable of accommodating fire
apparatus.
    
    Construction
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.F14
    
    Reflective Markers
    
    Prior to issuance of Certificate
of Occupancy or Building Final,
Blue Reflective Markers shall
be installed to identify fire
hydrant locations in accordance
with City specifications.
    
    Occupancy
    
    
    
    
    
    GCF15
    
    Building Numbers
    
    Prior to issuance of Certificate
of Occupancy or Building Final,
all commercial buildings shall
display street numbers in a
prominent location on the street
side and rear access locations.
The numerals shall be a minimum
of twelve (12) inches in height
for buildings and six (6) inches
in height for suite
identification on a contrasting
background. Unobstructed lighting
of the address(s) shall be by
means approved by the Fire
Prevention Bureau and Police
Department. In multiple suite
centers (strip malls), businesses
shall post the name of the
business on the rear door(s).
    
    Construction
    
    
    
    
    
    GCF16
    
    Fire Sprinklers
    
    Prior to issuance of Certificate
of Occupancy or Building Final,
the applicant/developer shall
install a fire sprinkler system
based on square footage and type
of construction, occupancy or
use. Fire sprinkler plans shall
be submitted to the Fire
Prevention Bureau for approval
prior to installation.
    
    Occupancy
    
    
    
    
    
    GCF17
    
    Fire Alarm
    
    Prior to issuance of Certificate
of Occupancy or Building Final,
the applicant/developer shall
install a fire alarm system
monitored by an approved
Underwriters Laboratory listed
central station based on a
requirement for monitoring the
sprinkler system, occupancy or
use. Fire alarm panel shall be
accessible from exterior of
building in an approved location.
Plans shall be submitted to the
Fire Prevention Bureau for
approval prior to installation.
    
    Occupancy
    
    
    
    Flow switches by
GC, Alarm System by
SKX.
    
    HF/GC/SKXF18
    
    Knox Box
    
    Prior to issuance of a
Certificate of Occupancy or
Building Final, a Knox Box Rapid
Entry System shall be provided.
The Knox-Box shall be installed
in an accessible location
approved by the Fire Chief. The
Knox-Box shall be supervised by
the alarm system and all exterior
security emergency access gates
shall be electronically operated
and be provided with Knox key
switches for access by emergency
personnel.
    
    Occupancy
    
    
    
    
    
    GCF22
    
    Fire Accesses
    
    The angle of approach and
departure for any means of Fire
Department access shall not
exceed 1 ft drop in 20 ft (0.3 m
drop in 6 m), and the design
limitations of the fire apparatus
of the Fire Department shall be
subject to approval by the AHJ.
    
    Construction
    
    
    
    
    
    GCF23
    
    Paved Access
    
    Prior to issuance of the building
permit for development,
independent paved access to the
nearest paved road, maintained by
the City shall be designed and
constructed by the developer
within the public right of way in
accordance with City Standards.
    
    Construction
    
    
    
    Compliance with the
Fire Access Plan
satisfies this
condition.
    
    GCF26
    
    Fire Safety
    
    Approval of the safety
precautions required for
buildings being constructed,
altered or demolished shall be
required by the Fire Chief in
addition to other approvals
required for specific operations
or processes associated with such
construction, alteration or
demolition.
    
    Construction
    
    
    
    
    
    GCF29
    
    Fire Inspections
    
    Construction or work for which
the Fire Prevention Bureaus
approval is required shall be
subject to inspection by the Fire
Chief and such construction or
work shall remain accessible and
exposed for inspection purposes
until approved.
    
    Construction
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.F30
    
    Fire Inspections
    
    The Fire Prevention
Bureau shall
maintain the
authority to
inspect, as often
as necessary,
buildings and
premises, including
such other hazards
or appliances
designated by the
Fire Chief for the
purpose of
ascertaining and
causing to be
corrected any
conditions which
would reasonably
tend to cause fire
or contribute to
its spread, or any
violation of the
purpose or
provisions of this
code and of any
other law or
standard affecting
fire safety.
    
    Construction
    
    
    
    
    
    GCF35
    
    Median Breaks
    
    Prior to
Certificate of
Occupancy all
locations where
medians are
constructed and
prohibit vehicular
ingress/egress into
or away from the
site, provisions
must be made to
construct a
median-crossover at
all locations
determined by the
Fire Marshal and
the City Engineer.
Prior to the
construction,
design plans will
be submitted for
review and approval
by the City
Engineer and all
applicable
inspections
conducted by Land
Development
Division.
    
    Occupancy
    
    
    
    
    
    HF/GCLD39
    
    Partial Pad Certification
    
    The developer shall
coordinate with
Land Development
staff to facilitate
partial pad
certification in
conjunction with
construction
sequencing as
approved by the
City Engineer.
    
    Grading
    
    
    
    
    
    HF/GCLD52
    
    Caltrans Property
    
    Not withstanding
what is shown on
the tentative
parcel map and
grading plan, no
grading on Caltrans
property shall be
permitted without
an encroachment
permit.
    
    Grading
    
    
    
    
    
    HF/GCTE17
    
    Intersection/Roadway
Improvements
    
    Each gated entrance
shall be provided
with the following,
or as approved by
the City Traffic
Engineer: a) A
storage lane with a
minimum of 75 feet
queuing length for
entering traffic;
b) Appropriate
signing and
striping; c) The
employee gated
entrance along
Eucalyptus Avenue
shall remain open
for a half hour
prior to and a half
hour after a shift
change.
    
    Occupancy
    
    
    
    
    
    GCSettlement Agreement Terms2
    
    Tier II/Tier Ill Equipment
    
    Highland Fairview
shall include a
requirement in the
contract with the
general contractor
for the Project
that all off-road
equipment with a
horsepower rating
of 25 hp or greater
used on the Project
Site during the
construction of the
Project will meet a
minimum Tier II
rating and at least
80% of such
equipment will meet
a minimum Tier III
rating and that the
general contractor
certify that this
requirement has
been satisfied.
Highland Fairview
shall provide a
copy of the
certification to
the Sierra Club
upon receipt of the
certification from
the general
contractor.
    
    Contract
    
    
    
    
    
    GC3
    
    Diesel-powered portable
generators prohibited
    
    Highland Fairview
shall include a
requirement in the
contract with the
general contractor
for the Project
that diesel-powered
portable generators
not be used during
the construction of
the Project.
    
    Contract
    
    
    
    
    
    GC4b
    
    Energy Demand Documents
    
    Provide the City
and the Sierra Club
with the
appropriate design
documents
demonstrating that
the electrical
energy demand of
the 50,000 sq. ft.
office portion of
the Skechers
Building will be
met by the solar
cells to be mounted
on the roof of the
Skechers Building.
    
    Occupancy
    
    
    
    
    
    HF/GC4c
    
    Roof Design
    
    Design and
construct the roof
of the Skechers
Building to
accommodate the
maximum number of
solar cells.
    
    Construction
    
    
    
    
    
    HF/GC5
    
    Solar Water Heaters
    
    Highland Fairview
shall provide solar
water heaters,
which may include
supplemental
conventional
heating sources,
throughout the
Project for all
personal uses, such
as bathrooms and
showers, but not
for industrial
uses.
    
    Construction
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.6
    
    Signage
    
    Highland Fairview
shall provide the
signs required by
Mitigation measure
AQ-11 at
locations, and of a
size, to be easily
readable from
future Eucalyptus
Avenue.
    
    Occupancy
    
    
    
    
    
    HF/GC8
    
    On-Site Signage
    
    Highland Fairview
shall provide
on-site signs
directing large
trucks (over 10,000
pounds) will be
required to make a
left turn, towards
Theodore Street,
when exiting the
Project Site unless
prohibited by the
City from doing so.
    
    Occupancy
    
    
    
    
    
    HF/GC9
    
    Median
    
    Highland Fairview
shall provide the
landscaped median
in Eucalyptus
Avenue between
Redlands Boulevard
and Theodore Street
in substantially
the form currently
planned, as shown
on Exhibit A,
subject to final
approval by the
City.
    
    Occupancy
    
    
    
    
    
    HF/GC13
    
    LEED
    
    The Skechers
Building has been
designed with the
goal of achieving
LEED silver
certification.
Highland Fairview
shall seek to
obtain the highest
commercially
reasonable level of
LEED certification
of the Skechers
Building and shall,
in any event, take
all of the actions
set forth on
Exhibit B. As used
in this Agreement,
commercially
reasonable shall
mean that the
actions involved
are capable of
being accomplished
in a successful
manner within a
reasonable period
of time taking into
account economic
and other
circumstances that
would be considered
by a prudent
commercial entity.
    
    LEED Certification
    
    
    
    
    
    HF/GC15
    
    Driveway Design
    
    To the extent
consistent with the
Project Approvals
and adopted City
regulations and
policies: a. The
design and
installation of
improvements and
signs shall direct
all large trucks
(over 10,000
pounds) to use
Theodore Street,
rather than
Redlands Boulevard,
when entering or
leaving the Project
Site unless the
site-specific
traffic analysis
required prior to
the approval of a
plot plan for Phase
III (Condition TE3
of the Project
Approvals, City
Council Resolution
2009-10) provides
compelling evidence
that: (i) Keeping
large trucks (over
10,000 pounds) off
of Redlands
Boulevard will
cause Eucalyptus
Avenue, Theodore
Street or its on-
or off-ramps to
State Route 60 to
fall below the
Citys Level of
Service Standard;
and (ii) mitigation
within the limits
of the currently
planned
right-of-way of
Theodore Street is
unavailable to
improve the Level
of Service to
acceptable levels:
    
    Construction
    
    
    
    
    
    HF/GCand (iii) Allowing
large trucks (over
10,000 pounds) to
use Redlands
Boulevard will not
cause Redlands
Boulevard to fall
below the
applicable Citys
Level of Service
Standards after
mitigation. b. To
the extent that any
part of
subparagraph a
above is found not
to be consistent
with existing
Project Approvals
or City regulations
or policies,
Highland Fairview
shall apply for and
the City will
consider, under its
existing procedures
and preserving the
Councils
legislative and
discretionary
policy authority,
modifications of
conditions, and/or
amendments to
existing Project
Approvals,
regulations and
policies.LEED Projected Certification ItemsConstruction Waste Management
    
    The project will
recycle and/or
salvage a minimum
of 50% (by weight)
of non-hazardous
construction and
demolition debris.
    
    Construction
    
    
    
    
    
    GCRecycled Content
    
    The project will
use materials with
recycled content
such that the sum
of post-consumer
recycled content
plus one-half of
the pre-consumer
content constitutes
at least 10%
(cost-base) on the
total value of the
materials in the
project.
    
    Construction
    
    
    
    
    
    GCRegional Materials
    
    The project will
use building
materials or
products that have
been extracted,
harvested or
recovered, as well
as manufactured,
within 500 miles of
the project site
for a minimum of 10% (cost-based) of
the total materials
value.
    
    Construction
    
    
    
    
    
    GCIncreased Ventilation
    
    The project will
develop and
implement an Indoor
Air Quality (IAQ)
Management Plan for
the construction
and pre-occupancy
phases of the
building.
    
    Construction
    
    
    
    
    
    GC




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##### 



Updated: 3/18/2010
 HFCP (Skechers)
 EXHIBIT G Contractor Obligations
 No.
    
    General Description
    
    Actual Text
    
    Timing
    
    Status
    
    Notes
    
    Resp.Innovation in Design
    
    The project will
utilize
locally-sourced
concrete and
interior fixtures
providing a 50%
water use savings.
    
    Construction
    
    
    
    
    
    HF/GC75% of Construction
Waste Salvaged or
Recycled
    
    The project will
salvage or recycle
as much
construction waste
as is feasible, but
in no case less
than 50% by weight
of such waste. The
project will
utilize recycled
(crushed) concrete
during construction
for temporary
access roads and
for paving base
where acceptable.
The project is
directing green
waste from clearing
operations during
construction, to a
location for
mulching and will
be re-used.
    
    Construction
    
    
    
    
    
    GC
 NOTE: All design issues are generally the responsibility of Highland Fairview, as they relate to
these Conditions of Approval.




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EXHIBIT H
 SETTLEMENT AGREEMENT
        Sierra Club v. City of Moreno Valley,
 1




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2




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i.e.,
    3




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5.
       4




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6




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Sierra Club Environmental Law Program:
    
    85 Second StreetSan Francisco, CA 94105Aaron.Isherwood@sierraclub.org
 7




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Sierra Club, San Gorgonio Chapter:
    
    Chapter Chair/Conservation Chair4079 Mission Inn AvenueRiverside, CA 92501-3204san.gorgonio.chapter@sierraclub.orgSierra Club, Moreno Valley Group:
    
    Ann Turner-McKibben and GeorgeHagueP.O. Box 1325Moreno Valley, CA 92556-1325morenovalleygroup@yahoo.comwith a copy to Raymond W. Johnson, Esq.:
    
    Johnson & Sedlack26785 Camino SecoTemecula, CA 92590esqaicp@wildblue.netThe City attention of the City Manager,w/ copy attention of the City Attorney:
    
    14177 Frederick StreetP.O. Box 88005Moreno Valley, CA 92552CMOffice@moval.orgCityAttorney@moval.orgHighland Fairview:
    
    14225 Corporate WayMoreno Valley, CA 92553ibenzeevi@highlandfairview.comwith a copy to Kenneth B. Bley, Esq.:
    
    Cox, Castle & Nicholson LLP2049 Century Park East, 28th Floor,Los Angeles CA 90067kbley@coxcastle.com
    8




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9




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January 7, 2010
    SIERRA CLUBBy:
    [ILLEGIBLE]Its: CHAPTER CHAIR, SAN GORGONIO CHAPTERJanuary 11, 2010
    THE CITY OF MORENO VALLEYBy:
    [ILLEGIBLE]Its: MAYORJanuary 7, 2010

    HIGHLAND FAIRVIEW PARTNERS I
By: HFP Realty Investment, LP, its Managing Partner
By: HFP Realty Holdings, LLC, its General PartnerBy:
    /s/ Iddo BenzeeviIts: PresidentJanuary 7, 2010
    HIGHLAND FAIRVIEW PARTNERS II 
By: New Sands Holdings, LP, its Managing Partner
By: Sand Holdings, LLC, its General PartnerBy:

    /s/ Iddo BenzeeviIts: PresidentJanuary 7, 2010
    HIGHLAND FAIRVIEW PARTNERS III 
By: HFP Realty Investment, LP, its Managing Partner
By: HFP Realty Holdings, LLC, its General PartnerBy:
    /s/ Iddo BenzeeviIts: President 10




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##### 



January 7, 2010
    HIGHLAND FAIRVIEW PARTNERS IV 

By: Sinclair Holdings, LP, its Managing Partner
By: Sinclair Realty Holdings, LLC, its General 
       PartnerBy:
    Iddo BenzeeviIts: PresidentJanuary 7, 2010
    HF LOGISTICS I, LLCBy:
    Iddo BenzeeviIts: PresidentAPPROVED AS TO FORM:
January 11, 2010
    JOHNSON & SEDLACKBy:
    /s/ Raymond W. JohnsonRaymond W. JohnsonAttorneys for the SIERRA CLUBJanuary 11, 2010
    CITY ATTORNEY
OF THE CITY OF MORENO VALLEYBy:
    [ILLEGIBLE]Its: INTERIM CITY ATTORNEYJanuary 7, 2010
    COX CASTLE & NICHOLSON LLPBy:
    /s/ Kenneth B. BleyKenneth B. BleyAttorneys for HIGHLAND FAIRVIEW PARTNERS I;
HIGHLAND FAIRVIEW PARTNERS, II, HIGHLAND
FAIRVIEW PARTNERS, III, HIGHLAND FAIRVIEW
PARTNERS, IV and HF LOGISTICS I, LLC 11




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EXHIBIT A




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##### 



Exhibit B
 Highland Fairview Corporate Park TPM 35629 Parcel 1 (Skechers)
LEED Projected Certification Items
(Based upon LEED current standards)
 
    
    Alternative Transportation:
 Bicycle Storage & Changing
Rooms
The project will provide secure bicycle racks within 200 yards of the building entrances
for 5% or more of all building users and will provide shower and
changing facilities in the building for 0.5% of full-time equivalent
occupants. Low Emission and Fuel Efficient Vehicles
The project will provide preferred parking for low-emission and fuel efficient vehicles for
5% of the total vehicle parking capacity of the site.Parking Capacity
The project will meet, but not exceed the number of parking stalls required by the local
zoning requirements and will provide preferred parking for carpools and vanpools for 5% of
the total parking spaces.
 Site Development:
 Maximum Open Space
As approved by the City of Moreno Valley, the project will provide vegetated open space
within the project boundary in accordance with the local zonings open space requirement.
 
    
    Storm Water Design:
 Quality Control
Highland Fairview will implement the City approved Storm Water
Pollution Prevention Program (SWPPP).
 
    
    Heat Island Effect:
 Roof
The project will use roofing materials having a Solar Reflectance Index
(SRI) equal to or greater than 78 for a minimum of 75% of the roof
surface.
 
    
    Water Efficient Landscaping:
 The project will reduce potable water consumption for irrigation by 50% from a calculated
mid-summer baseline case.
 The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be modified.
 1 of 5




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Exhibit B
 Highland Fairview Corporate Park TPM 35629 Parcel 1 (Skechers)
LEED Projected Certification Items
(Based upon LEED current standards)
 
    
    Water Use Reduction:
 Reduce Water Usage by 30%The project will employ strategies that in aggregate use 30% less water than the water use
baseline calculated for the building (not including irrigation).
 
    
    Optimize Energy Performance:
 The project will demonstrate a percentage improvement in the proposed building performance
rating compared to the baseline building performance rating.
 
    
    On-Site Renewable Energy:
 The project will use on-site renewable energy systems (solar) to offset a portion of
building energy cost.
 
    
    Enhanced Commissioning:
 The project began the commissioning process during the design process and will execute
additional activities after systems performance verification is completed.
 
    
    Construction Waste Management:
 The project will recycle and/or salvage a minimum of 50% (by weight) of non-hazardous
construction and demolition debris.
 
    
    Recycled Content:
 The project will use materials with recycled content such that the sum of post-consumer
recycled content plus one-half of the pre-consumer content constitutes at least 10%
(cost-based) on the total value of the materials in the project.
 
    
    Regional Materials:
 The project will use building materials or products that have been extracted, harvested or
recovered, as well as manufactured, within 500 miles of the project site for a minimum of
10% (cost-based) of the total materials value.
 
 The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be
modified.
 2 of 5




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Exhibit B
 Highland Fairview Corporate Park TPM 35629 Parcel 1 (Skechers)
LEED Projected Certification Items
(Based upon LEED current standards)
 
    
    Increased Ventilation:
 The project will increase breathing zone outdoor air ventilation rates to all occupied spaces
by at least 30% above the minimum rates required by
ASHRAE Std. 62.1-2004.
 
    
    Construction IAQ Management Plan:
 The project will develop and implement an Indoor Air Quality (IAQ) Management Plan for the
construction and pre-occupancy phases of the building.
 
    
    Low Emitting Materials:
 The project will utilize only those paints and coatings that comply with Credit 4.2, 4.3 and 4.4 of
the LEED standards.
 
    
    Indoor Chemical & Pollutant Source Control:
 The project will provide entryway systems to reduce the infiltration of dirt and particulates into
the indoor environment. Separate ventilation systems will be provided for storage areas for
hazardous chemicals in order to minimize and control pollutants in the building.
 
    
    Daylight and Views:
 The project, will achieve day-lighting via skylights for building occupants in 75% of all regularly
occupied areas.
 
    
    Innovation In Design:
 The project will utilize locally-sourced concrete and interior fixtures providing a 40% water use
savings.
 
    
    LEED Accredited Professional:
 At least one principal participant of the project team is a LEED Accredited Professional (AP).
 The
above are based upon existing design criteria and availability of material and labor. Should
some of these conditions adversely change, the above items may need to be modified.
 3 of 5




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Exhibit B
 Highland
Fairview Corporate Park TPM 35629 Parcel 1 (Skechers)
LEED Projected Certification Items
(Based upon LEED current standards)
 The
Following are Energy-Saving and Other Design Features:
 
    
    Use of More Shade Trees vs. Palm Trees to Reduce Temperature
 As shown in the City-approved Plot Plan package, palm trees used on the site will be located at the
buildings primary entry as part of the decorative entry treatment, and along the freeway, near
gates and building corners as accent elements. All other trees on the site, in the parking areas,
adjacent to the building, in the landscape areas, and along the freeway will be varieties of shade
trees.
 
    
    Waterless Urinals
 Use of these products was investigated but ultimately rejected based upon marginal performance and
excessive maintenance costs. Very low flow urinals will be used in the facility which will provide
a 30% reduction in water use over typical low-flow urinals.
 
    
    Automatic turn on and off for lavatory faucetsonly
allow 1/2 gal per minute
 These products will be installed throughout the building.
 
    
    Monitoring system that keeps track of all systems so that
response can be quick if one of the
systems does not function properly
 The Skechers building will include a building systems monitoring program which will immediately
notify maintenance personnel of any system malfunction.
 
    
    Photo Sensors for Lighting
 Motion sensors will be installed in the office areas of the building to turn off all lighting
(except security lighting) when theses areas of the building are not occupied. A network of
thousands of roof-mounted skylights will provide substantial natural light in the warehouse areas.
Sensors will be installed in the warehouse areas to automatically turn off artificial area lighting
when ambient light is adequate.
 
    
    Reduce carpet and flooring glue toxics by environmentally friendly carpet and non toxic glue.
 Low VOC carpeting, paint and adhesives will be used throughout the building. Polished concrete
flooring will replace vinyl flooring originally
 The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be modified.
 4 of 5




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Exhibit B
 Highland Fairview Corporate Park TPM 35629 Parcel 1 (Skechers)
LEED Projected Certification Items
(Based upon LEED current standards)
 planned for the warehouse restrooms, break rooms and shipping/receiving areas.
 
    
    Recycle of All Used Materials
 Recycling bins will be provided at the site for recycling during the operation of the building.
Recycling of construction waste will be required to the greatest degree practicable. Skechers
currently bundles and recycles all cardboard waste and will provide recycling bins for employee use
throughout the facility. Skechers is exploring opportunities for recycling (mulching) of damaged
wood pallets.
 
    
    75% of Construction Waste Salvaged or Recycled
 The project will salvage or recycle as much construction waste as is feasible, but in no case less
that 50% by weight of such waste. The project will utilize recycled (crushed) concrete during
construction for temporary access roads and for paving base where acceptable. The project is
directing green waste from clearing operations during construction, to a location for mulching and
will be re-used.
 
    
    Independent Venting for Toxic Places
 The storage of toxic materials, as identified by the State of California, will be in accordance
with all applicable building code requirements including the independent venting of such storage
areas.
 
    
    Thermal Controls in Various Work Spaces
 The warehouse area is not heated or cooled, utilizing a controlled air exchange system to moderate
interior temperatures. The office and commercial areas will be served by a number of HVAC zones
each with its own controls. The units are equipped with an automatic time switch with an accessible
manual override that allows operation of the system during off-hours.
 
    
    The building occupant/owner must share whole-project energy and water usage data for at least
five years with the US Green Building Council or Green Building Certification Institute.
 Highland Fairview will provide all documentation used to secure LEED certification, including any
tenant operational
documentation. Such documentation requirements will be addressed in the lease documents.
 The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be modified.
 5 of 5




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1




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2




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1.
    
    The Planning Commission hereby recommends that the City Council certify
that the final Environmental Impact Report (EIR) for the Highland Fairview
Corporate Park Project on file with the Community and Development Department,
incorporated herein by this reference, has been completed in compliance with the
California Environmental Quality Act, that the Planning Commission reviewed and
considered the information contained in the final EIR and that the final EIR
reflects the Citys independent judgment and analysis; and2.
    
    The Planning Commission recommends that the City Council hereby adopt the
Findings and Statement of Overriding Considerations regarding the final
EIR for the Highland Fairview Corporate Park Project, attached hereto as Exhibit A;
and3.
    
    The Planning Commission recommends that the City Council hereby approve
the Mitigation Monitoring Program for the final EIR for the proposed Highland
Fairview Corporate Park project, attached hereto as Exhibit B.
   
 3




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/s/ Richard A. StewartMayor
  /s/ [ILLEGIBLE]City Clerk
   /s/ Robert D. Herrick 
City Attorney
 
 4




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##### 



RESOLUTION JURAT
 STATE OF CALIFORNIA
    
    
    )COUNTY OF RIVERSIDE
    
    
    )


    ss.CITY OF MORENO VALLEY
    
    
    )
  AYES:
    
    Council Members Batey, Hastings, Molina, Mayor Pro Tem Flickinger
and Mayor StewartNOES:
    
    NoneABSENT:
    
    NoneABSTAIN:
    
    None
 /s/ [ILLEGIBLE]

CITY CLERK(SEAL)
 
 5




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Facts, Findings and Statement of Overriding Considerations
Regarding the Environmental Effects of the Approval of the
Highland Fairview Corporate Park Project
(State Clearinghouse No. 2007101132)
 I.
    
    INTRODUCTION
  II.
    
    PROJECT SUMMARYA.
    
    PROJECT DESCRIPTION
   
 6




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B.
    
    PROJECT OBJECTIVES
  1.
    
    Perform construction in an accelerated manner in order to meet Skechers occupancy
needs;2.
    
    Provide additional employment opportunities;3.
    
    Provide logistic facilities in a single building containing at least 1,800,000 sf to
allow for the consolidation of several existing Skechers logistics facilities into
one;4.
    
    Plan for, and entitle, the Project Site to allow for the possibility of adding another
building containing up to 600,000 sf to account for future growth in the need for
logistics facilities;5.
    
    Provide logistics facilities on land with immediate access to State Route-60 to
minimize the use of City streets;6.
    
    Provide the City with new jobs and revenues from the construction and operation
of the logistics facilities;7.
    
    Construct the logistics facilities in a manner that maximizes the use of green
technology; and8.
    
    Develop the Project Site to ensure an adequate rate of return on the Project
applicants investment.III.
    
    ENVIRONMENTAL REVIEW AND PUBLIC PARTICIPATION
  
 7




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1.
    
    Prepared and distributed an Initial Study/Notice of Preparation, dated
October 29, 2007, a copy of which was circulated the following day
through the State Clearinghouse to various state agencies for their
comments;2.
    
    Sent the Initial Study/Notice of Preparation, which contained the notice
of a scoping meeting to be held on November 26, 2007, to each of the
governmental agencies, organizations and individuals shown on the
distribution list for the Notice of Preparation/Initial Study, Appendix A to
the Draft EIR, on October 29, 2007;3.
    
    Held a public scoping meeting on November 26, 2007, to solicit comments
from the public on what should be analyzed in the EIR;4.
    
    Sent a Notice of Completion and a copy of the Draft EIR to the State
Clearinghouse on August 4, 2008;5.
    
    Filed a Notice of Availability with the Clerk of the Riverside County
Board of Supervisors on August 4, 2008, informing the public that the Draft EIR
was available for public review for a 45 day period beginning on August 6,
2008, and ending on September 19, 2008;6.
    
    Mailed the Notice of Availability to all organizations and individuals
who had previously requested the Notice on August 4, 2008;7.
    
    Mailed the Notice of Availability to all residents and property owners
within 300 feet of the Project Site on August 4, 2008;8.
    
    Provided copies of the Draft EIR to 132 public agencies,
organizations and individuals on August 4, 2008;9.
    
    Placed copies of the Draft EIR on the Citys website, at the Citys
Planning
Departments public counter and at the public library located at 25480
Alessandro Boulevard on August 4, 2008;10.
    
    Published the Notice of Availability on August 8, 2008, in the Press
Enterprise, which is the newspaper of general circulation which has the
largest circulation in the areas affected by the Project;11.
    
    Prepared responses to comments on the Draft EIR received during and after
the 45 day comment period on the Draft EIR, which have been included in
the Final EIR;
 
 8




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12.
    
    Published a Notice on December 19, 2008, in the Press Enterprise, a
newspaper of general circulation which has the largest circulation in the
areas affected by the Project, that the Citys Planning Commission would
hold a public hearing on January 8, 2009, to consider the Final EIR and the
Project in order to provide recommendations to the Council;13.
    
    Sent copies of the Final EIR on December 19, 2008, to all public
agencies,
organizations and individuals who had submitted comments;14.
    
    Held a public hearing of the Citys Planning Commission to consider the
adequacy of the Final EIR on January , 2009, and, at the conclusion of
the hearing, recommended that the Council certify that the Final EIR had
been prepared in full compliance with CEQA;15.
    
    Published a notice on January , 2009, in the Press Enterprise, a
newspaper of general circulation which has the largest circulation in
the areas affected by the Project, that the Council would hold a public
hearing
on January , 2009, to consider certification of the Final EIR as having
been prepared in compliance with CEQA and the approval of the Project;16.
    
    Mailed notice of the Councils hearing to all residents and
property owners
within 300 feet of the Project Site on January , 2009;17.
    
    Sent notice of the Councils hearing to all organizations and
individuals
who had previously requested notification of anything having to do with the
Project on January , 2009; and18.
    
    Held a public hearing of the Council on January , 2009, and, after full
consideration of all comments, written and oral, certified that the Final
EIR had been completed in compliance with CEQA and approval of the Project.
  A.
    
    INDEPENDENT JUDGMENT FINDING
 Finding:
    
    The Final EIR for the Project reflects the Citys and the Councils
independent judgment and analysis.
 Factual Basis for the Finding:
    
    The EIR was prepared by Michael Brandman
Associates, an independent consulting firm, under the
supervision and direction of Planning Division staff of
 
 9




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the Citys Community Development Department and
was thoroughly reviewed by the Chambers Group, an expert
consultant hired by the City to provide independent peer
review and assure the exercise of thorough and
independent review and judgment by the City. The
Council, as the Citys final decision making body for
the Project, received and reviewed the Final EIR and the
comments, both written and oral, provided by public
agencies and members of the public prior to certifying
that the Final EIR complied with CEQA. The participation
of City Staff in selection and approval of Michael
Brandman Associates as the EIR Consultant, the
professional qualifications and reputation of the EIR
Consultant, the supervision and direction of the EIR
Consultant by the City Staff, the thorough and
independent review of the Draft and Final EIRs,
including comments and responses to comments, by both
the City Staff and the Chambers Group and the review and
careful consideration by the City Council of the Final
EIR, comments and responses to comments all conclusively
show that the Final EIR is the product of and reflects
the independent judgment and analysis of the City as the
Lead Agency, and of the City Council as its governing
body.
 B.
    
    FINDING OF THE ABSENCE OF ANY NEED TO RECIRCULATE THE FINAL EIR
 Finding:
    
    The Council finds that the Final EIR does not add significant new information to
the Draft EIR that would require recirculation of the Project EIR.
 Factual Basis for the Finding:
    
    The Council recognizes that the Final EIR incorporates
information obtained and produced after the Draft EIR
was completed and that the Final EIR contains additions,
clarifications and minor modifications to the Draft EIR.
The Council has reviewed and considered the Final EIR
and all of the information contained in it and has
determined that the new information added to the Final
EIR does not involve a new significant environmental
impact, a substantial increase in the severity of an
environmental impact nor a feasible
 
 10




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##### 



mitigation measure or an alternative
considerably different from others previously
analyzed that the Project applicant declined to adopt
and that would clearly lessen the significant
environmental impacts of the Project. No information
provided to the Council indicates that the Draft EIR
was inadequate or conclusory or that the public was
deprived of a meaningful opportunity to review and
comment on the Draft EIR.
 C.
    
    GENERAL TREATMENT OF MITIGATION MEASURES
   IV.
    
    ENVIRONMENTAL IMPACTS AND FINDINGS
  
 11




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A.
    
    IMPACTS IDENTIFIED IN THE EIR AS LESS THEN SIGNIFICANT REQUIRING NO
MITIGATION
 1.
    
    AESTHETICS
 a.
    
    Potential Significant Impact:
    
    Damage to scenic resources (Impact 5.1-2)
 Finding:
    
    The Project will not substantially damage scenic resources, including,
but not limited to trees, rock outcroppings and historic buildings visible from a
State scenic highway.
 Factual Basis for the Finding:
    
    As discussed in Sections 5.1 and 5.2 of the Draft EIR
and as shown in the Aesthetics Assessment, Appendix
M.1 to the Draft EIR, the Project Site is flat, having
been used for farming in the past and contains no
trees, rock outcroppings or historic buildings within
any State scenic highway.
 b.
    
    Potential Significant Impact:
    
    Degradation of the existing visual character
or quality of the Project Site and
its surroundings (Impact 5.1-3)
 Finding:
    
    The Project will not substantially degrade the existing visual character or
quality of the Project Site or its surroundings.
 Factual Basis for the Finding:
    
    As discussed on pages 5.1-25-26 of the Draft EIR, the
development of the Project will introduce urban
development into an area of the City that has
historically been used for ranching and agricultural
purposes. However, the Citys General Plan has
identified the Project Site for business park and
commercial development with the recognition that the
visual attributes of the Project Site will change.
That change is a continuation of planned development
that is visually compatible with the proposed future
urbanization of the area surrounding the Project Site.
 2.
    
    AGRICULTURAL RESOURCES
 a.
    
    Potential Significant Impact:
    
    Conflict with existing zoning for agricultural
use or a Williamson Act contract (Impact 5.2-2)
 Finding:
    
    The Project does not conflict with existing zoning for agricultural use or a
Williamson Act contract.
 
 12




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##### 



Factual Basis for the Finding:
    
    As discussed on page 5.2-5 of the Draft EIR and in the
Agricultural Resources Report and Land Evaluation and
Site Assessment and the Agricultural Impact Evaluation,
Appendices B.1 and B.2 to the Draft EIR, the Project
Site is zoned as Business Park and Commercial and is
not subject to a Williamson Act contract.
 b.
    
    Potential Significant Impact:
    
    Conversion of other farmland to
nonagricultural use (Impact 5.2-3)
 Finding:
    
    The Project will cause changes in the existing environment which could result in
the conversion of other farmland to nonagricultural use. However, such changes will
not rise to a level of significance because the surrounding farmland is designated
for development in the Citys General Plan and is not suitable for farming in the
long term in any event.
 Factual Basis for the Finding:
    
    As discussed on page 5.2-6 of the Draft EIR and in the Agricultural
Resources Report and Land Evaluation and Site
Assessment and the Agricultural Impact Evaluation,
Appendices B.1 and B.2 to the Draft EIR, the Project
Site and the area surrounding the Project Site are
vacant and, in the past, have been used for dry land
farming. However, the development of the Project
would not, by itself, in any way limit the use of
adjacent land for agricultural purposes. Moreover,
the surrounding land is designated for urban use
with the understanding that whatever limited
agricultural use now exists will not continue to exist for much longer.Moreover, as discussed on pages 5.2-1 and -6-7 of the
Draft EIR and in the Agricultural Resources Report and
Land Evaluation and Site Assessment and the Agricultural
Impact Evaluation, Appendices B.1 and B.2 to the Draft
EIR, the Citys General Plan recognizes that farming has
become less economically viable because of the high cost
of water, the cost of land and property taxes, conflicts
with surrounding urban uses and the lack of agri-business
support in the area. Although land near the Project Site
does contain land which has been identified by the
California Department of Conservation as suitable for
farming, the absence of an agricultural infrastructure
 crop managers, labor, farm implements and processing
 
 13




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##### 



facilities  in the vicinity, the cost of bringing
suitable water to the Project Site, the cost of the
water itself and the fact that the sale of the
products which could be grown if water were
available would not cover the costs of production
means that the land near the Project Site cannot be
realistically considered as an agricultural
resource.
 3.
    
    AIR QUALITY
 a.
    
    Potential Significant Impact:
    
    Conflict with, or obstruction of,
implementation of the applicable air
quality plan (Impact 5.3-1)
 Finding:
    
    The Project will not conflict with, nor will it obstruct implementation
of, the applicable air quality plan.
 Factual Basis for the Finding:
    
    As discussed on pages 5.3-22-23 of the Draft EIR and
in the Air Quality and Health Risk Report, Appendix
D.1 to the Draft EIR, the Project is consistent with
the Air Quality Management Plan prepared by the
South Coast Air Quality Management District because,
as set forth in Response 20-2 on page 3-94 of the
Final EIR, the number of trips generated under the
existing General Plan land use designation, which
forms the basis for the Air Quality Management Plan,
contemplates vehicle trips substantially in excess
of those which will result once the Project is fully
developed.
 b.
    
    Potential Significant Impact:
    
    Creation of objectionable odors (Impact 5.3-5)
 Finding:
    
    The Project will not create objectionable odors affecting substantial
numbers of people.
 Factual Basis for the Finding:
    
    As discussed on page 5.3-54 of the Draft EIR and in
the Air Quality and Health Risk Report, Appendix D.1 to the Draft EIR, the project will not contain
land uses typically associated with emitting
objectionable odors. Diesel exhaust and volatile
organic compounds would be emitted during
construction and operation of the project, which
may be objectionable; however, emissions would
disperse rapidly from the project site
 
 14




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##### 



and therefore will not be at a level that would
induce any significant negative response.
 4.
    
    BIOLOGICAL RESOURCES
 a.
    
    Potential Significant Impact:
    
    Substantial adverse impact on habitat (Impact 5.4-2)
 Finding:
    
    The Project will not have a substantial adverse affect on any riparian
habitat or other sensitive natural community identified in local or regional
plans, policies, regulations or by the California Department of Fish and Game
or the U.S.A. Fish and Wildlife Service.
 Factual Basis for the Finding:
    
    As discussed on page 5.4-31 of the Draft EIR and in
the Habitat. Assessment and MSHCP Consistency
Analysis, Appendix C. 1 to the Draft EIR, the
Project Site does not contain any riparian habitat
nor does it contain any habitat for either
sensitive plants or wildlife.
 b.
    
    Potential Significant Impact:
    
    Substantial adverse effect on protected wetlands (Impact 5.4-3)
 Finding:
    
    The Project will not have any effect on federally protected wetlands as
defined by Section 404 of the Clean Water Act.
 Factual Basis for the Finding:
    
    As discussed on page 5.4-31 of the Draft EIR and in
the Habitat Assessment and MSHCP Consistency
Analysis and the Delineation of Jurisdictional
Waters and Wetlands, Tentative Parcel Map No. 35629
and Associated Offsite Areas, Appendices C.1 and
C.2 to the Draft EIR, there are no wetlands or
wetland vegetation on the Project Site.
 c.
    
    Potential Significant Impact:
    
    Interference with migratory wildlife corridors (Impact 5.4-4)
 Finding:
    
    The Project will not interfere with the movement of native resident or
migratory fish or wildlife species or with established native resident or
migratory wildlife corridors nor impede the use of native wildlife nursery
sites.
 
 15




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##### 



Factual Basis for the Finding:
    
    As discussed on pages 5.4-31-32 of the Draft EIR and
in the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C.1 to the Draft EIR, no
wildlife movement corridors occur on, or directly
adjacent to, the Project Site nor will there be any
impact on native wildlife nursery sites because no
such sites were observed on, or directly adjacent
to, the Project Site.
 4.
    
    GEOLOGY AND SOILS
 a.
    
    Potential Significant Impact:
    
    Exposure of people or structures to potential
substantial adverse effects (Impact 5.6-1)
 Finding:
    
    The Project will not expose people or structures to potential substantial
adverse effects, including the risk of loss, injury, or death involving: (i)
rupture of a known earthquake fault, as delineated on the most recent
Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist, for
the Project Site or based on other substantial evidence of a known fault; (ii)
strong seismic ground shaking; (iii) seismic-related ground failure, including
liquefaction; and (iv) landslides.
 Factual Basis for the Finding:
    
    As discussed on pages 5.6-1-15 and Responses 15-1-5
on pages 3-137-138 of the Final EIR and in the
geotechnical studies, Appendix F to the Draft EIR, the
Project Site is not located in an area that is underlain
by any active fault segments although there may be
unnamed fault splays nearby. The Project Site is
located in an area where there is a moderate potential
for liquefaction. However, liquefaction occurs only
when groundwater is present within  50 feet of the surface, something which exploratory wells have
shown does not occur on the Project Site. The
combination of required setbacks and adherence to
the structural design requirements set forth in the
California Building Code means that the chances of
substantial adverse effects will be no greater on
the Project Site than anywhere else in Southern
California.Although no mitigation is required to reduce any
significant impact, Mitigation Measure GEO-1, set
forth on page 4-52 of the Final EIR, has been
imposed as a condition of Project approval to
ensure that any fault features found on the Project
Site will be suitably dealt with.
 
 16




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b.
    
    Potential Significant Impact:
    
    Substantial soil erosion or loss of topsoil (Impact 5.6-2)
 Finding:
    
    The Project will not result in substantial soil erosion or the loss of topsoil.
 Factual Basis for the Finding:
    
    As discussed on page 5.6-15 of the Draft EIR, the
Project Site has a gentle slope which does not have a
high erosion potential. The fine sandy soil on the
Site does have a potential for wind erosion but
standard best management practices and air quality
emission dust controls during grading will ensure
that the soils are properly moistened during high
wind conditions.  Topsoil on the Site will be lost
due to the construction of the Project. However,
because the Project Site will ultimately be converted
to urban uses and no longer available for
agricultural production, the loss of the topsoil will
not result in any significant impact.
 c.
    
    Potential Significant Impact:
    
    Unstable geologic location (Impact 5.6-3)
 Finding:
    
    The Project will not be located on a geologic unit or soil that is
unstable or that would become unstable as a result of the Project and will not
potentially result in on-or off-site landslides, lateral spreading,
subsidence, liquefaction or collapse.
 Factual Basis for the Finding:
    
    As discussed on pages 5.6-1-10 and 15 of the Draft
EIR and in the geotechnical studies, Appendix F to
the Draft EIR, and in subsection IV.4.a. above, no
evidence of geologic instability underlaying the
Project Site has been identified as a result of
the geotechnical investigations carried out on the
Site. Moreover, the development of the Project
Will be subject to the Citys Grading Ordinance
and the California Building Code, both of which
are designed to deal with potential problems of
geologic instability.
 d.
    
    Potential Significant Impact:
    
    Location of the Project on expansive soil (Impact 5.6-4)
 Finding:
    
    The Project will not be located on expansive soil, as defined in Table
18-1-B of the Uniform Building Code (1994), nor will it create substantial
risk to life or property.
 
 17




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Factual Basis for the Finding:
    
    As discussed on page 5.6-16 of the Draft EIR and in
the geotechnical studies, Appendix F to the Draft
EIR, limited laboratory tests of the soils at the
Project Site at shallow depth show that they have a
low expansion potential. Moreover, the Project will
be required to comply with the Citys Grading
Ordinance and the California Building Code, both of
which are designed to deal with the potential of
expansive soils.
 e.
    
    Potential Significant Impact:
    
    Wastewater disposal systems (Impact 5.6-5)
 Finding:
    
    Wastewater disposal will have no effect on the soils on the Project Site.
 Factual Basis for the Finding:
    
    As discussed on page 5.6-16 of the Draft EIR, the
Project will be connected to wastewater service
provided by the Eastern Municipal Water District
and no septic tanks will be used.
 f.
    
    Potential Significant Impact:
    
    Cumulative impacts on geology and soils
 Finding:
    
    Cumulative impacts on geology and soils caused by the Project, in
conjunction with other development, will not be cumulatively considerable and
thus will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on page 6-12 of the Draft EIR, the
physical development of other land will be subject
to the same strict safeguards applicable to the
development of the Project Site. Further, impacts
to geology and soils are site specific so that a
problem on one site does not contribute to
problems on other sites.
 5.
    
    HAZARDS AND HAZARDOUS MATERIALS
 a.
    
    Potential Significant Impact:
    
    Hazardous emissions within one-quarter
mile of an existing or proposed school
(Impact 5.7-2)
 Finding:
    
    The Project will not emit hazardous emissions nor will it handle
hazardous or acutely hazardous materials, substances or wastes within
one-quarter mile of an existing or proposed school.
 Factual Basis for the Finding:
    
    As discussed on page 5.7-9 of the Draft EIR and in the
letter from Jeff Hoskinson dated April 21, 2008,
Appendix L to the Draft EIR, the nearest school
site, the Calvary Chapel Christian School, is
located
 
 18




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approximately 1.3 miles northwest of the
Project Site. Two school sites which had
previously been considered by the Moreno Valley
Unified School District within
one-quarter mile of the Project Site
have been abandoned.
 b.
    
    Potential Significant Impact:
    
    Safety hazard due to proximity to an airport (Impact 5.7-3)
 Finding:
    
    The Project will not result in a safety hazard for people residing or
working in the area due to the proximity of an airport or private airstrip.
 Factual Basis for the Finding:
    
    As discussed on page 5.7-19 of the Draft EIR, the
nearest airport or private airstrip is March Air
Force Base which is located approximately 7.3 miles
southwest of the Project Site. The Site is not
within any airport land use plan area.
 c.
    
    Potential Significant Impact:
    
    Impairment or interference with an adopted emergency response plan (Impact 5.7-4)
 Finding:
    
    The Projects implementation will not impair or physically interfere with
any adopted emergency response plan or any emergency evacuation plan.
 Factual Basis for the Finding:
    
    As discussed on pages 5.7-9-10 of the Draft EIR, the
Project Site is located on the Citys urban fringe
and does not interfere with access to any other
area. Emergency access to the Project Site will be
available from both Redlands Boulevard and Theodore
Street along future Eucalyptus Avenue for all three
Phases of the Project.
 d.
    
    Potential Significant Impact:
    
    Exposure to wildland fires (Impact 5.7-5)
 Finding:
    
    The development of the Project will not expose people or structures to
significant risk of loss, injury or death involving wildland fires.
 Factual Basis for the Finding:
    
    As discussed on page 5.7-10 of the Draft EIR, the
Project Site is located in an area which is
currently
undeveloped and actively dry farmed. No heavy
natural vegetation exists in the area surrounding
the Site, the surrounding areas cannot be
characterized as wildlands nor is the Project
Site located in an area identified as a high fire
area by Riverside County. The
 
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##### 



closest high fire area is approximately
eight-tenths of a mile west of the Site.
 6.
    
    HYDROLOGY AND WATER QUALITY
 a.
    
    Potential Significant Impact:
    
    Violation of water quality or waste discharge standards (Impact 5.8-1)
 Finding:
    
    The Project will not violate any water quality standards nor any waste
discharge standards nor will it otherwise degrade water quality.
 Factual Basis for the Finding:
    
    As discussed on pages 5.8-11-15 of the Draft EIR, as
modified on page 4-56-57 of the Final EIR, and in
the Logistics Building Runoff Management Plan and
the Project Specific Preliminary Water Quality
Management Plan, Appendices H.1 and H.2 to the
Draft EIR, the Project applicant will be required
to prepare a Stormwater Pollution Prevention Plan
(SWPPP) that conforms to the State Water
Resources Control Boards National Pollutant
Discharge Elimination System permit prior to the
issuance of grading or construction permits. The
SWPPP will identify best management practices to
prevent construction related pollutants from
reaching Stormwater and all products of erosion
from moving off-site. Conformance with the
mandatory requirements of the SWPPP will ensure
that no substantial degradation of water quality
associated with the short-term construction
activities will occur.Long-term operational stormwater quality concerns
will be managed pursuant to a City approved Water
Quality Management Plan for the Project Site. The
Plan requires the construction of a stormwater
conveyance system that will include a series of
extended detention basins, which will also serve as
infiltration basins, with catch basin inserts for
the removal of trash. The result will be a
significant reduction in pollutant loads in the
Stormwater runoff from the Project Site which might
otherwise reach surface water bodies.
 
 20




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##### 



b.
    
    Potential Significant Impact:
    
    Depletion of groundwater supplies or
interference with groundwater
recharge (Impact 5.8-2)
 Finding:
    
    The Project will not substantially deplete groundwater supplies nor will
it interfere substantially with groundwater recharge.
 Factual Basis for the Finding:
    
    As discussed on page 5.8-15 of the Draft EIR, and in
the geotechnical studies, Appendix F to the Draft
EIR, development of the Project Site will increase
the amount of impervious area on the Site. However,
because groundwater is located more than 110 feet
below the existing ground surface, existing recharge
is currently minimal. Stormwater runoff from the
Project Site will be released into existing
downstream drainage areas which will continue to
allow runoff from the Site to percolate into the
soil.
 c.
    
    Potential Significant Impact:
    
    Alteration of existing drainage patterns
resulting in substantial erosion, siltation
or flooding on- or off-site (Impact 5.8-3)
 Finding:
    
    The Project will not substantially alter the existing drainage pattern in
a manner which would result in substantial erosion, siltation or flooding on-
or off-site.
 Factual Basis for the Finding:
    
    As discussed on pages 5.8-16-18 of the Draft EIR, as
modified on page 4-58 of the Final EIR, and in the
Logistics Building Runoff Management Plan and the
Project Specific Preliminary Water Quality
Management Plan, Appendices H.1 and H.2 to the
Draft EIR, the best management practices
requirement of the SWPPP will ensure that runoff
from the Project Site, including siltation, will be
cleaned and delivered into existing off-site
drainage channels in an amount which will not
exceed predevelopment flows.The Project Site is located in an area which is
subject to a 500-year flood or a 100-year flood
with an average flooding depth of less than one
foot. The Projects detention basins will be
utilized to reduce the 100-year peak storm flows to
levels at or below existing peak discharges for the
Project Site. Thus, the
 
 21




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##### 



development of the Project will not add to the
potential for flooding on- or off-site.
 d.
    
    Potential Significant Impact:
    
    Creation or contribution of runoff waters
exceeding the capacity of existing or
planned drainage systems or resulting in
substantial additional sources of
polluted runoff (Impact 5.8-4)
 Finding:
    
    The Project will not create, nor will it contribute to, runoff water which
would exceed the capacity of existing or planned stormwater drainage systems
nor will it provide substantial additional sources of polluted runoff.
 Factual Basis for the Finding:
    
    As discussed on pages 5.8-17-18 of the Draft EIR, as
modified on page 4-38 of the Final EIR, and in the
Logistics Building Runoff Management Plan and the
Project Specific Preliminary Water Quality
Management Plan, Appendices H.1 and H.2 to the Draft
EIR, development of the Project Site will increase
the impervious surface and would, in the absence of
suitable improvements, result in increased
stormwater runoff. However, because of the drainage
improvements discussed in Section 5.8 of the Draft
EIR, stormwater runoff from the Project Site will be
less than, or equal to, the peak discharges under
existing conditions. Further, the Projects
treatment of stormwater runoff, discussed in
subsection IV.7.a. above, will ensure the absence of
pollutants leaving the Project Site.
 e.
    
    Potential Significant Impact:
    
    The location of housing within a 100-year flood hazard area (Impact 5.8-5)
 Finding:
    
    The Project will not place housing or other structures within a 100-year
flood hazard area.
 Factual Basis for the Finding:
    
    As discussed on page 5.8-18 of the Draft EIR, the
Project will not contain any housing and the
Project Site is not located within a 100-year flood
hazard area.
 f.
    
    Potential Significant Impact:
    
    Exposure of people or structures to
significant risk of loss, injury or
death involving flooding (Impact 5.8-6)
 
 22




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##### 



Finding:
    
    The Project will not expose people or structures to a significant risk of
loss, injury or death involving flooding as a result of the failure of a levee or a
dam.
 Factual Basis for the Finding:
    
    As discussed on page 5.8-18 of the Draft EIR, the
nearest dam is approximately five miles downstream of
the Project Site so that there is no risk from dam
failure. Further, there are no levees located anywhere
in the vicinity of the Project Site.
 g. Potential Significant Impact:
    
    Inundation by seiche, tsunami or mud flow
(Impact 5.8-7)
 Finding:
    
    The Project Site will not be subject to inundation by seiche, tsunami or mud
flow.
 Factual Basis for the Finding:
    
    As discussed on pages 5.8-18-19 of the Draft EIR, the
Project Site is not located near the Pacific Ocean nor
any large body of water. Therefore, neither tsunamis nor
seiches, which are defined as standing waves in a
partially enclosed body of water, present any hazard to
the Project Site. Further, the Site and its surrounding
vicinity is relatively flat and the nearest foothills
are more than a mile away so that the potential for a
mud flow affecting the Site is remote.
 h. Potential Significant Impact:
    
    Cumulative impacts on hydrology and water
quality
 Finding:
    
    Cumulative impacts on hydrology and water quality caused by the Project, in
conjunction with other development, will not be cumulatively considerable and thus
will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on page 6-14 of the Draft EIR, the EIR
prepared for the Citys General Plan found that the
development of the Project Site and surrounding areas
has the potential to increase flooding, erosion,
stormwater pollutants. These impacts will be avoided
through the implementation of required Best management
Practices on a project by project basis in accordance
with the national Pollutant Discharge Elimination
Stormwater Permit and Water Quality Management Plans.
All flood control measures and infrastructure
maintenance will be required to comply
 
 23




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##### 



with either the Riverside County Flood Control and
Water Conservation Districts or the Citys standard
engineering practices. Additionally, all new
development will be required to build master drainage
plan facilities and/or pay fees which will be used to
build them.
 7. LAND USE AND PLANNING
 a. Potential Significant Impact:
    
    Physical division of an established
community (Impact 5.9-1)
 Finding:
    
    The Project will not physically divide an established community.
 Factual Basis for the Finding:
    
    As discussed on page 5.9-16 of the Draft EIR, there is
no established community in the Project area at the present
time. Further, the existing General Plan designates the
Project Site for nonresidential development.
 b. Potential Significant Impact:
    
    Cumulative impacts on land use and
planning
 Finding:
    
    Cumulative impacts on land use and planning caused by the Project, in conjunction
with other development, will not be cumulatively considerable and thus will be less
than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-14-16 of the Draft EIR, the
changes in land use for the Project Site will produce
fewer jobs than currently projected based on the
development contemplated by the existing General Plan
designation and zoning but will still increase the
Citys job/housing ratio. Further, the impacts
resulting from changes in land use are site specific
so that a change of use on one site does not contribute
to a change of use on other sites.
 8. MINERAL RESOURCES
 a. Potential Significant Impact:
    
    Loss of a known valuable mineral resource
(Impact 5.10-1)
 Finding:
    
    The Project will not result in the loss of availability of a known mineral
resource that would be of value to the region and the residents of the state.
 
 24




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##### 



Factual Basis for the Finding:
    
    As discussed on page 5.10-3 of the Draft EIR, there
are no known mineral resources on the Project Site.
 b. Potential Significant Impact:
    
    Loss of availability of a locally-important
mineral resource recovery site (Impact 5.10-2)
 Finding:
    
    The Project will not result in the loss of availability of a locally-important
mineral resource recovery site delineated on the Citys General Plan or any other
land use plan.
 Factual Basis for the Finding:
    
    As discussed on page 5.10-3 of the Draft EIR, the
Project Site is not identified on any land use plan as
containing any locally-important mineral resource
recovery site.
 c. Potential Significant Impact:
    
    Cumulative impacts on mineral resources
 Finding:
    
    Cumulative impacts on mineral resources caused by the Project, in conjunction
with other development, will not be cumulatively considerable and thus will be less
than significant
 Factual Basis for the Finding:
    
    As discussed on pages 6-16-17 of the Draft EIR, there
are no mineral resources located on the Project Site so
the development of the Project will not have any impact
on mineral resources. Further, impacts to mineral
resources are site specific so that a problem on one
site does not contribute to problems on other sites.
 9. NOISE
 a. Potential Significant Impact:
    
    Exposure of people to noise levels in excess
of applicable standards or a substantial
permanent noise increase in the vicinity of
the Project (Impact 5.11-1)
 Finding:
    
    The Project will not expose people to noise levels in excess of applicable
standards. The Project will produce a permanent noise increase in the vicinity of the
Project Site but will not result in any significant impact.
 Factual Basis for the Finding:
    
    As discussed on pages 5.11-17-24 of the Draft EIR and
in the Noise Assessment, Appendix I to the Draft EIR,
the Project will result in a permanent noise increase in
the vicinity of the Project Site because the Site is
currently vacant. Traffic servicing the Project Site will
 
 25




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##### 



add to the existing noise along Redlands Boulevard
and Theodore Street between future Eucalyptus Avenue and
SR-60. However, there are no sensitive receptors along
either of these street segments which would be adversely
affected by the increased noise. Any residential
development on land south of future Eucalyptus Avenue
will require a sound study, which will review the
physical layout of the development, and, if noise
problems are found, will require the imposition of
appropriate noise reduction measures to ensure that the
noise impacting future residents will not exceed that
allowed by the Citys Municipal Code.The buildings housing the Projects logistics and
commercial uses will be serviced by loading docks and
other accessory equipment which will operate outside of
the buildings. If adjacent to residential and other
sensitive land uses, these activities could result in
adverse noise impacts. However, all of the Project
related activities will be separated from surrounding
areas by surface streets or SR-60. The traffic generated
noise on these roadways will be much greater than noise
generated on the Project Site and will, therefore,
completely mask any such noise. Further, noise generated
on the Project Site will be under 65 CNEL, the Citys
noise standard for residential areas, for all areas
zoned for residential development.
 b. Potential Significant Impact:
    
    Exposure of people to excessive ground
borne vibration or noise (Impact 5.11-2)
 Finding:
    
    The Project will not expose people to, nor will it generate, excessive ground
borne vibration or noise.
 Factual Basis for the Finding:
    
    As discussed on page 5.11-24 of the Draft EIR and in
the Noise Assessment, Appendix I to the Draft EIR, the
grading and construction associated with the development
of the Project will not require pile drivers, blasting
or other vibration causing equipment or events. Rubber
tired vehicles, such as the trucks and cars which will
be servicing the Project, generally do not cause
significant vibration.
 
 26




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##### 



c. Potential Significant Impact:
    
    Exposure of people to excessive noise levels
from airports (Impact 5.11-4)
 Finding:
    
    People working on the Project Site will not be subjected to excessive noise
levels as a result of the Site being located within an airport land use plan area or
within two miles of a public or public use airport.
 Factual Basis for the Finding:
    
    As discussed on page 5.11-26 of the Draft EIR, the
Project Site is not located within an airport land use
plan area nor is it located within two miles of a
public or public use airport.
 d. Potential Significant Impact:
    
    Excessive noise levels due to the proximity
of a private airstrip (Impact 5.11-5)
 Finding:
    
    People working on the Project Site will not be subjected to excessive noise
levels as a result of the Site being located within the vicinity of a private
airstrip.
 Factual Basis for the Finding:
    
    As discussed on pages 5.7-9 and 5.11-26 of the Draft
EIR, the nearest airport is more than seven miles away from
the Project Site and there are no known private airstrips
in the vicinity. Therefore, the Project Site will not be
subject to excessive noise levels from aircraft.
 10. POPULATION, HOUSING AND EMPLOYMENT
 a. Potential Significant Impact:
    
    The inducement of substantial population
growth in the Project area (Impact 5.12-1)
 Finding:
    
    The Project will not, directly or indirectly, induce substantial population
growth in the Project area through the introduction of homes or businesses nor
through the extension of roads or other infrastructure.
 Factual Basis for the Finding:
    
    As discussed on page 5.12-3 of the Draft EIR,
approximately 2,000 jobs will be generated by the
development of the Project. It is expected that most of
the workers will reside in the local area. There is a
sufficient housing supply already in existence to
accommodate those employees who will move into the
City.The construction of future Eucalyptus Avenue, as well
as the extension of public services and utilities, will
primarily serve the Project Site and will not lead,
 
 27




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##### 



directly or indirectly, to any substantial population
growth in the Project area. Adjacent properties may use
future Eucalyptus Avenue, which will run between
Redlands Boulevard and Theodore Street, but adjacent
properties already have access to these two roadways.
 b. Potential Significant Impact:
    
    Displacement of existing housing (Impact 5.12-2)
 Finding:
    
    The Project will not displace existing housing nor will it necessitate the
construction of replacement housing elsewhere.
 Factual Basis for the Finding:
    
    As discussed on pages 5.12-3-4 of the Draft EIR, the
Project Site does not have any housing on it.
 c. Potential Significant Impact:
    
    Displacement of people (Impact 5.12-3)
 Finding:
    
    The Project will not displace people nor will it necessitate the construction of
replacement housing elsewhere.
 Factual Basis for the Finding:
    
    As discussed on page 5.12-4 of the Draft EIR, the
Project Site is currently vacant so that the development
of the Project will not result in the displacement of
anyone.
 d. Potential Significant Impact:
    
    Cumulative impacts on population, housing
and employment.
 Finding:
    
    Cumulative impacts caused by the development of the Project, in conjunction with
other development, will not be cumulatively considerable and thus will be less than
significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-23-24 of the Draft EIR, the
development of the Project will help improve the Citys
jobs/housing imbalance by adding jobs but not housing.
Development of other land will be pursuant to the Citys
existing General Plan, which contemplates a substantial
increase in jobs and homes, and will not be affected by
the development of the Project.
 11. PUBLIC SERVICES
 a. Potential Significant Impact:
    
    The provision of new or physically altered
police facilities (Impact 5.13-1)
 
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##### 



Finding:
    
    The Project will not result in substantial adverse physical
impacts associated with the provision of new or physically altered police
facilities, the construction of which would cause significant environmental
impacts, in order to maintain acceptable service ratios, response times or
other performance objectives for police services.
 Factual Basis for the Finding:
    
    As discussed on pages 5.13-1-2 of the Draft EIR and in
the letter from Moreno Valleys Police Chief, in
Appendix L to the Draft EIR, the development of the
Project may require an incremental increase in the need
for police services but no new facilities will have to
be constructed to provide that service which will be in
the form of personnel and equipment which will be paid
for out of general City revenues.
 b. Potential Significant Impact:
    
    Adverse physical impacts associated with
the provision of new or physically altered
school facilities (Impact 5.13-3)
 Finding:
    
    The Project will not result in substantial adverse physical impacts associated
with the provision of  new or physically altered school facilities, the construction
of which would cause significant environmental impacts, in order to maintain
acceptable service ratios, response times or other performance objectives for school
services.
 Factual Basis for the Finding:
    
    As discussed on page 5.13-4 of the Draft EIR, the
Project will not contain any homes and therefore will not
house any school-age children and will not, therefore,
create the need for new or altered school facilities.
Further, the payment of school fees authorized by
Government Code § 65995 would constitute full mitigation
even if any additional needs were created.
 c. Potential Significant Impact:
    
    Substantial adverse physical impacts
associated with the provision of new or
physically altered park facilities (Impact
5.13-4)
 Finding:
    
    The Project will not result in substantial adverse physical impacts associated
with the provision of new or physically altered park facilities, the construction of
which would cause significant environmental impacts, in order to maintain acceptable
service ratios, response times or other performance objectives for park services.
 
 29




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##### 



Factual Basis for the Finding:
    
    As discussed on pages 5.13-5-6 of the Draft EIR, the
Project is not expected to generate more than a few new
residents in the City. The satisfaction of the park
needs of those new citizens has already been accounted
for as part of the Citys projected population and
residential growth in the existing General Plan. There
are currently no City recreational facilities near the
Project Site that would be used by employees.
 d. Potential Significant Impact:
    
    Substantial adverse physical impacts
associated with the provision of other new or
physically altered other facilities (Impact
5.13-6)
 Finding:
    
    The Project will not result in substantial adverse physical impacts associated
with the provision of other new or physically altered other facilities, the
construction of which would cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for
other services.
 Factual Basis for the Finding:
    
    As discussed on page 5.13-6 of the Draft EIR, the
Project is not expected to generate more than a few new
residents in the City. The satisfaction of the other
needs of those new citizens has already been accounted
for as part of the Citys projected population and
residential growth in the existing General Plan. There
are currently no other City facilities near the Project
Site that would be used by employees.
 e. Potential Significant Impact:
    
    Cumulative impacts on public services
 Finding:
    
    Cumulative impacts caused by the Project, in conjunction with other development,
will not be cumulatively considerable and thus will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-24-25 of the Draft EIR, the
impacts on public services caused by the development of
the Project will be less than significant. Development of
other land will be pursuant to the Citys existing
General Plan, which incorporates the need for, and the
provision of, public services and will not be affected by
the development of the Project.
 
 30




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##### 



12. TRANSPORTATION AND TRAFFIC
 a. Potential Significant Impact:
    
    Exceeding a level of service set by a
congestion management agency (Impact 5.14-2)
 Finding:
    
    No roadway or highway subject to Riverside Countys
Congestion Management Plan will be significantly affected by Project traffic.
 Factual Basis for the Finding:
    
    As discussed on pages 5.14-4 and -29-34 of the Draft
EIR, as modified on pages 4-64-65 of the Final
EIR, and in Traffic Study, Appendix J to the Draft EIR
and in the Traffic Topical response, pages 3-145-163 of
the Final EIR, the Project traffic will account for
approximately 2% of the traffic at SR 60/I-215 which is
less than the 3% level of significance threshold
contained in the Riverside County Congestion Management Plan.SR-60 is the only roadway or highway affected by the
Project which is also subject to the Riverside County
Congestion Management Plan. Two segments just east of
the SR-60/I-215 intersection are currently, and will
remain, at level of service F with or without Project
traffic. However, while this exceeds the Riverside
County Congestion Management Plans level of service
requirement of E, it is less than significant because
the Projects contribution of approximately 2% is less
than the 3% level of significance threshold.
 b. Potential Significant Impact:
    
    Increase in hazards due to a design feature
or an incompatible use (Impact 5.14-3)
 Finding:
    
    The Project will not substantially increase hazards due to a design feature
(e.g., sharp curves or dangerous intersections) or an incompatible use (e.g., farm
equipment).
 Factual Basis for the Finding:
    
    As discussed on pages 5.14-34-35 of the Draft EIR, the
Project Site will be served by large trucks. All
roadways and entryways associated with the Project
Site have been designed in accordance with standards
provided by the City. Moreover, a separate northbound
left-turn lane at the Theodore Street/SR-60
 
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eastbound ramp will improve safety for truck
operations over that currently existing.The normal hazards associated with blind spots created
when people in vehicles are in close proximity to large
trucks and trailers will be substantially reduced
because a single driveway will serve as a primary
entrance for truck traffic serving the Project Site and
potential blind spots will be addressed through the
design feature of the individual driveways.Finally, a Construction Management Plan will be
implemented to address traffic during the grading and
construction phases of the Project to ensure that
construction traffic will not result in any hazards to
the traveling public.
 c. Potential Significant Impact:
    
    Inadequate emergency access (Impact 5.14-4)
 Finding:
    
    The Project will not result in inadequate emergency access.
 Factual Basis for the Finding:
    
    As discussed on page 5.14-35 of the Draft EIR, the
Project does not create any barriers between roadways
and any other land use. Emergency access to the Project
Site will be available over future Eucalyptus Avenue
from both Redlands Boulevard and Theodore Street for all
three Phases of the Project-even though access from
Redlands Boulevard will not be available to the general
public until Phase 3.
 d. Potential Significant Impact:
    
    Conflict with adopted policies, plans or
programs supporting alternative
transportation (Impact 
5.14-5)
 Finding:
    
    The Project will not conflict with adopted policies, plans or programs
supporting alternative transportation (e.g., bus turnouts, bicycle racks, etc.).
 Factual Basis for the Finding:
    
    As discussed on pages 5.14-35-39 of the Draft EIR,
future Eucalyptus Avenue will be improved adjacent to
the Project Site and will be suitable for a bus route
should one be extended to the Site by the Riverside
County Transit Agency. Further, a multi-use trail,
suitable for pedestrians and bicyclists, will be
 
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constructed adjacent to the Project Site on the
north side of future Eucalyptus Avenue.
 13. UTILITIES AND SERVICE SYSTEMS
 a. Potential Significant Impact:
    
    Exceeding wastewater treatment
requirements (Impact 5.15-1)
 Finding:
    
    The Project will not exceed wastewater treatment requirements set by the Regional
Water Quality Control Board.
 Factual Basis for the Finding:
    
    As discussed on pages 5.15-1 and -9 of the Draft EIR,
the Projects wastewater flows will be typical of those
from commercial/retail facilities and, for the
logistics facilities, would consist of domestic waste
from employees. No effluents are expected that would
exceed the treatment requirements set by the Regional
Water Quality Control Board.
 b. Potential Significant Impact:
    
    Construction of new water and wastewater
treatment facilities or the expansion of
existing facilities, the construction of
which could cause significant environmental
effects (Impact 5.15-2)
 Finding:
    
    The Project will not require, nor result in, the construction of new water and
wastewater treatment facilities nor the expansion of existing facilities, the
construction of which could cause significant environmental effects.
 Factual Basis for the Finding:
    
    As discussed on pages 5.15-2-5 and -9 of the Draft
EIR, as modified on pages 4-65-68 of the Final EIR,
no expansion of existing water and wastewater treatment
facilities will be required to serve the Project Site.
 c. Potential Significant Impact:
    
    Construction of new stormwater drainage
facilities or the expansion of existing
facilities, the construction of which could
cause significant environmental effects
(Impact 5.15-3)
 Finding:
    
    The Project will not require, not will it result in, the construction of new
stormwater drainage facilities nor will it require, nor result in, the expansion of
existing facilities, the construction of which could cause significant environmental
effects.
 
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Factual Basis for the Finding:
    
    As discussed in Section 5.8 and page 5.15-9 of the
Draft EIR, as modified by pages 4-55-58 of the Final
EIR, the Projects new stormwater drainage facilities
will decrease stormwater runoff from the Project Site
compared to that which currently  exists and will also
significantly reduce the pollutant load of stormwater
runoff over that which currently exists.
 d. Potential Significant Impact:
    
    Adequacy of water supplies available to
serve the Project (Impact 5.15-4)
 Finding:
    
    Sufficient water supplies are available to serve the Project from existing
resources so that neither new nor expanded entitlements are required.
 Factual Basis for the Finding:
    
    As discussed on pages 5.15-2-5, 9-11 and 14-15 of the
Draft EIR, as modified on pages 4-67-68 of the Final EIR,
and the March 5, 2008, Water Supply Assessment prepared
for the Project by the water provider, the Eastern
Municipal Water District (the EMWD) as corrected by the
June 4, 2008, letter from the EMWD, Appendix K.2 to the
Draft EIR, the Project, at build out, will use just over
140 acre feet of potable water per year. The Water Supply
Assessment, which was prepared pursuant to SB610, took
into consideration the October, 2007, reduction in water
from Northern California through the State Water Project
which substantially reduced the amount of water available
to Southern California. After taking that information
into consideration, the EMWD determined that it will be
able to provide adequate water supply to meet the potable
water demand for Tentative Parcel Map 35629, in addition
to existing and future uses. (Page 33 of the Water
Supply Assessment.)Further, existing water infrastructure currently exists
which, with the addition of a 12 inch pipeline to the
Project Site from an existing water line located south
of and adjacent to SR-60, west of Redlands Boulevard,
will allow water to be brought to the Project Site.Although no mitigation is required to reduce any
significant impact, Mitigation Measure W-1, set forth on
pages 5.15-14-15 of the Draft EIR, which requires the
preparation of a planting and irrigation for the
 
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Citys review and approval, has been imposed as
a condition of Project approval to ensure further
reduction of water used for landscaping.
 e. Potential Significant Impact:
    
    Adequacy of wastewater treatment capacity
(Impact 5.15-5)
 Finding:
    
    Adequate wastewater treatment capacity exists to serve the Project in addition to
existing commitments.
 Factual Basis for the Finding:
    
    As discussed on pages 5.15-1 and 11 of the Draft
EIR, the Project will generate approximately 61,680
gallons of wastewater per day. The EMWDs Moreno Valley
Regional Water Reclamation Facility has a capacity to
treat 16,000,000 gallons of wastewater per day with the
ability to expand to 41,000,000 gallons per day. The
current utilization is approximately 11,200,000 gallons
per day.An existing sewer line will be extended along Redlands
Boulevard and then easterly along future Eucalyptus
Avenue to serve the Project Site.
 f. Potential Significant Impact:
    
    Insufficient landfill capacity to
accommodate the Projects solid waste disposal
needs (Impact 5.15-6)
 Finding:
    
    Adequate landfill capacity exists to accommodate the Projects solid waste
disposal needs.
 Factual Basis for the Finding:
    
    As discussed on pages 5.15-6-7 and -11-12 of the
Draft EIR, the Project, at build out, will generate
just under 129 tons of solid waste per day. The City
currently has available to it three landfills. The
three landfills have a total capacity to accept solid
waste of just under 14,600 tons per day, a minimum of
3,820 tons per day of which is not currently being
used. The total remaining capacity in the three
landfills is approximately 134,200,000 tons with
sufficient capacity for the next 10 to 15 years with
the ability to expand for another 15 years after that.
 
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g. Potential Significant Impact:
    
    Compliance with federal, state and local
statutes and regulations related to solid
waste capacity (Impact 5.15-7)
 Finding
    
    The Project will comply with federal, state and local statutes and regulations
related to solid waste capacity.
 Factual Basis for the Finding:
    
    As discussed on page 5.15-12 of the Draft EIR, the
City has regulations which govern the disposal of solid
waste. Skechers, the tenant for the building to be
constructed on the Parcel 1, has instituted a
significant recycling program at its current locations
which will be continued upon relocation to the Project
Site. Further, recycled material will be used to the
greatest extent practicable in the construction of the
Project.
 h. Potential Significant Impact:
    
    Sufficiency of electrical service for the
Project (Impact 5.15-8)
 Finding:
    
    The Project will be provided with sufficient electrical service.
 Factual Basis for the Finding:
    
    As discussed on pages 5.15-7-8, -12-14 and 5.16-11-
13, as modified on pages 4-68-69 of the Final EIR,
the Project will use approximately 3.7 megawatts of
electricity which will be provided by the City of Moreno
Valley Utilities. The substation which will serve the
Project Site has a current capacity of 56 megawatts,
expandable to 112 megawatts, with a current peak load of
15 megawatts.Although no mitigation is required to reduce any
significant impact, Mitigation Measure GCC-1 through
GCC-4, set forth on page 5.16-11 of the Draft EIR, which
require increased energy efficiency, the use of cool
roofs and paints, the production of energy on-site
through the use of alternate, renewable energy sources
and the use of energy efficient appliances and systems,
and GCC-9, set forth on page 5.15-13 of the Draft EIR,
as modified on page 4.20 of the Final EIR, which
requires LEED certification, have been imposed as
conditions of Project approval to ensure greater
reductions in energy used by the Project.
 
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i. Potential Significant Impact:
    
    Cumulative impacts on utilities and service
systems
 Finding:
    
    Cumulative impacts on utilities and service systems caused by the Project, in
conjunction with other development, will not be cumulatively considerable and thus
will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-32-33 of the Draft EIR and in
subsections I.V.A.l4.a-h above, the Projects impacts
on water and wastewater treatment requirements and
capacity, stormwater drainage facilities, water supply
availability, solid waste disposal capacity and
availability of electricity at build out will be less
than significant. The Projects impacts on each of these
utilities and public services has already been factored
in to long term needs and requirements so that its
cumulative impacts will also be less than significant.
 B.
    
    IMPACTS IDENTIFIED IN THE EIR AS POTENTIALLY SIGNIFICANTTHAT HAVE BEEN MITIGATED TO LESS THAN SIGNIFICANT
 1.
    
    AESTHETICS
 a. Potential Significant Impact:
    
    Creation of a new source of substantial light
or glare which would adversely affect day or
nighttime views in the area (Impact 5.1-4)
 Finding:
    
    The Project has the potential of creating a new source of substantial light or
glare which would adversely affect day or nighttime views in the area. However, with
the imposition of Mitigation Measure A-1, which requires limitations on night time
lighting during construction, and compliance with existing City ordinances, standards
and regulations, the impact will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.1-26-35 of the Draft EIR, the
lighting associated with the operation of the Project
will be required to comply with all of the Citys
lighting regulations and will therefore result in a
less than significant impact. Nighttime lighting during
the Projects construction has the potential to create
temporary new sources of light and glare that will
emanate from the Project Site. Requiring the use of
directional lighting, shielding and other similar
measures will ensure that the impact will be less than
 
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significant. Accordingly, Mitigation Measure A-l,
set forth on page 5.1-35 of the Draft EIR, has been
imposed as a condition of approval of the Project.
 2.
    
    BIOLOGICAL RESOURCES
 a. Potential Significant Impact:
    
    Substantial adverse effect on federally and
California protected and special-status plant
and wildlife (Impact 5.4-1)
 Finding:
    
    The Project Site contains moderately suitable habitat for the Stephens kangaroo
rat, the burrowing owl and for ground-, tree- and shrub-nesting birds, all of which
could be adversely affected by the development of the Project. The imposition of
Mitigation Measures BR-1 through BR-3, which require the protection of birds which
might be found on the Project Site and the payment of mitigation fees which will be
used to protect the Stephens Kangaroo Rat, will reduce the impact to less than
significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.4-1-31 and -35-36 of the
Draft EIR and in the Habitat Assessment and MSHCP
Consistency Analysis, Appendix C.1 to the Draft EIR, the
Project Site contains moderately suitable habitat for
several federally and state protected plants and
wildlife which would be affected directly, and through
the loss of habitat, indirectly, as a result of the
development of the Project. However, a pre-construction
survey of the Project Site, avoidance of activities
which would affect nesting sites and payment of the
mitigation fee called for under the Stephens Kangaroo
Rat Habitat Conservation Plan will ensure that the
impacts will be less than significant Accordingly,
Mitigation Measures BR-1, BR-2 and BR-3, set forth on
pages 5.4-34-35 of the Draft EIR, have been imposed as
conditions of approval of the Project.
 b. Potential Significant Impact:
    
    Conflict with local policies or ordinances
protecting biological resources (Impact 5.4-5)
 Finding:
    
    The Project Site is located within an area which is subject both to the Multiple
Species Habitat Conservation Plan and the Stephens Kangaroo Rat Habitat Conservation
Plan so that the development of the Project has the potential to adversely affect
biological resources. The imposition of
 
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Mitigation Measures BR-2 through BR-4, which require the protection
of birds which might be found on the Project Site and the payment of
mitigation fees which will be used to protect the Stephens Kangaroo Rat
and the species protected under the Multiple Species Habitat Conservation
Plan, will reduce the impact to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.4-32-33 of the Draft EIR and
in the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C.1 to the Draft EIR, the Project
Site is located within an area which is subject both
to the Multiple Species Habitat Conservation Plan
and the Stephens Kangaroo Rat Habitat Conservation
Plan. However, with respect to both Plans, the
Project Site is located in an area which calls for
the payment of mitigation fees which have been
determined to be full mitigation for the impacts
which may occur. Accordingly, Mitigation Measures
BR-2, BR-3 and BR-4, set forth on pages 5.4-34-35 of
the Draft EIR, have been imposed as conditions of
approval of the Project.
 c. Potential Significant Impact:
    
    Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural
Community Conservation Plan or
other approved local, regional or state
habitat conservation plan (Impact 5.4-6)
 Finding:
    
    The Project Site lies within an area subject to the Multiple Species Habitat
Conservation Plan and the Stephens Kangaroo Rat Habitat Conservation Plan. The
development of the Project could significantly affect the species and their
habitats protected by the two Plans. However, the imposition of Mitigation
Measures BR-2, which requires the payment of mitigation fees
which will be used to protect the Stephens Kangaroo Rat, and BR-4, which
requires the payment of mitigation fees which will be used to protect the
species protected under the Multiple Species Habitat Conservation Plan,
will reduce the impact to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.4-1-33-34 of the Draft EIR
and the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C.1 to the Draft EIR, the Project
Site is located in an area subject to both Plans.
However, both Plans identify the Project Site as an
area where the payment of mitigation fees will fully
mitigate any impact which might otherwise occur.
 
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Accordingly, Mitigation Measures BR-2 and BR-4,
set forth on pages 5.4-34-35 of the Draft EIR, have
been imposed as conditions of approval of the Project.
 d. Potential Significant Impact:
    
    Cumulative impacts on biological resources
 Finding:
    
    Cumulative impacts caused by the development of the Project, in conjunction with
other development, could result in significant and adverse impacts to biological
resources. However, the imposition of Mitigation Measures BR-1 through BR-4, which
require the protection of birds which might be found on the Project Site, the payment
of mitigation fees which will be used to protect the Stephens Kangaroo Rat and the
species protected under the Multiple Species Habitat Conservation Plan, and
compliance by other projects with the requirements of the Multiple Species Habitat
Conservation Plan and The Stephens Kangaroo Rat Conservation Plan will reduce the
impacts to less than cumulatively considerable and thus to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-10-11 of the Draft EIR and in
the Habitat Assessment and MSHCP Consistency Analysis,
Appendix C.1 to the Draft EIR, substantial amounts of
land in the vicinity of the Project contain habitat
beneficial to various species. However, the land is also
within the areas subject to the Multiple Species Habitat
Conservation Plan and The Stephens Kangaroo Rat
Conservation Plan, both of which are designed to protect
habitat and species. The imposition of Mitigation
Measures BR-1 through BR-4, discussed in subsections
IV.2.a-c above, on the Project and the compliance of
other projects with the requirements of the two plans
will ensure that the impacts on biological resources
will be reduced to less than significant.
 3.
    
    CULTURAL RESOURCES
 a. Potential Significant Impact:
    
    Substantial change in the significance of an
historical or archeological resource pursuant
to CEQA Guideline § 15064.5 (Impact 5.5-1)
 Finding:
    
    Although no known cultural
resources are located on the Project Site, 14
cultural resources have been identified within
one mile of the Site so that
 
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development of the Project could have a significant impact on cultural
resources. However, the imposition of Mitigation Measures CR-1 through CR-4,
which require a City approved archeologist to oversee cultural resource
mitigation monitoring while earth moving activities are taking place on the
Project Site and which set forth the procedures to be followed if
archeological resources are encountered, including consultation with the
appropriate culturally affiliated native American Tribe, will reduce the
impact to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.5-1-7 of the Draft EIR and the
Phase 1 Cultural Resources Survey Report, Appendix E
to the Draft EIR, the Project Site does not contain
any prehistoric sites or isolated artifacts. However,
a record search indicated that 14 cultural resources
are located within one mile of the Site. The Project
Site has been plowed for many years and it is possible
that cultural resources might be found once grading
begins. Requiring continuing archeological review and
monitoring, in cooperation with the representative of
a City designated Tribe, will reduce the impact to
less than significant. Accordingly, Mitigation
Measures CR-1, CR-2, CR-3 and CR-4, set forth on page
5.5-8 of the Draft EIR, as modified on pages 4-9-10 of
the Final EIR, which will ensure adequate protection
of any cultural resources which may be found during
grading of the Project Site, have been imposed as
conditions of approval of the Project.
 b. Potential Significant Impact:
    
    Destruction of a unique paleontological
resource or site or unique geologic feature
(Impact 5.5-2).
 Finding:
    
    There are no unique paleontological
resource or unique geologic features on the
Project Site. However, the impact of the
development of the Project on paleontological
resources is considered significant because
there is a moderate possibility that
paleontological resources exist because the
geological feature underlying the Project Site
has a high potential to contain such
resources. However, the imposition of
Mitigation Measure CR-5, which require a City
approved paleontologist to oversee
paleontological resource mitigation monitoring
while earth moving activities are taking place
on the Project Site and which sets forth the
procedures to be followed if paleontological
resources are encountered, will reduce the
impact to less than significant.
 
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Factual Basis for the Finding:
    
    As discussed on pages 5.5-6-7 of the Draft EIR and in
the Phase 1 Cultural Resources Survey Report, Appendix
E to the Draft EIR, a literature search indicated that
no paleontological resources have been identified on
the Project Site. However, the Project Site is situated
upon a geologic feature which is highly sensitive for
fossil resources. Accordingly, Mitigation Measure CR-5,
set forth on page 5.5-9 of the Draft EIR, as modified
on page 4-10 of the Final EIR, which will ensure
adequate protection of any paleontological resources
which may be found during grading of the Project Site,
has been imposed as a condition of approval of the
Project.
 c. Potential Significant Impact:
    
    Disturbance of human remains, including
those interred outside of formal cemeteries  (Impact 5.5-3)
 Finding:
    
    The location of human remains within the Project Site would be a significant
impact even though no human remains have been identified on the Site nor are any
expected to be found. However, the imposition of Mitigation Measure CR-6, which
requires compliance with the procedures set forth if human remains are encountered,
will reduce the impact to less than significant.
 Factual Basis for the Finding:
    
    As discussed on page 5.5-7 of the Draft EIR and the
Phase 1 Cultural Resources Survey Report, Appendix E to
the Draft EIR, no human remains have been located in or
near the Project Site and none are expected. However,
the Site is located in an area which has been inhabited
by several Native American Tribes in the past and the
possibility that human remains may be found on the Site
cannot be rejected. Accordingly, Mitigation Measure
CR-6, set forth on pages 5.5-9-10, as modified on pages
4-11-12 of the  Final EIR, which will ensure adequate
protection of any human remains which may be found
during grading of the Project Site, have been imposed as
conditions of approval of the Project.
 d. Potential Significant Impact:
    
    Cumulative impacts on cultural resources
 Finding:
    
    Cumulative impacts caused by the development of
the Project, in conjunction with other development,
could result in significant adverse impacts to
 
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cultural resources. However, the imposition of Mitigation Measures CR-1
through CR-6, which require a City approved archeologist to oversee cultural
resource mitigation monitoring, and a City approved paleontologist to oversee
paleontological resources, while earth moving activities are taking place on
the Project Site and which set forth the procedures to be followed if
archeological or paleontological resources or human remains are encountered,
including consultation with the appropriate culturally affiliated native
American Tribe, will reduce the impacts to less than cumulatively considerable
and thus to less than significant.
 Factual Basis for the Finding:
    
    As set forth on pages 6-11-12 of the Draft EIR and in
the Phase 1 Cultural Resources Survey Report, Appendix
E to the Draft EIR, no cultural resources have been
found on or near the Project Site although cultural
resources have been found within a mile of the Site and
the Site itself lies within an area which has been
historically used by several Native American Tribes.
There therefore exists the possibility that cultural
resources may be found on the Site once grading begins.
However, Mitigation Measures CR-1 through CR-6,
discussed in subsections IV.3.a-c above, which will
ensure that the information associated with any
cultural resources found on the Site will not be lost
but will, instead, be available to be used in the
context of cultural resources recovered from other,
nearby sites, have been imposed as conditions of
approval of the Project.
 4.
    
    HAZARDS AND HAZARDOUS MATERIALS
 a. Potential Significant Impact:
    
    The creation of a significant hazard to the
public or the environment through the
routine transport, use or disposal of
hazardous materials (Impact 5.7-l)
 Finding:
    
    Neither the construction nor the operation of the Project will create a
significant hazard to the public or the environment through the routine transfer, use
or disposal of hazardous materials. However, fire and smoke hazards and emissions
from diesel powered trucks serving the Project can result in significant
environmental and health hazards. However, the imposition of Mitigation Measures HH-1
through HH-4, Which require compliance with fire safety design and construction
standards, AQ-5, which requires the review and approval by the City of a construction
travel plan, AQ-8, which requires the use of electrically powered equipment during
 
 43




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construction, AQ-10 through AQ-13, which require off-site construction
to be limited to day light hours, posting signs prohibiting diesel idling for
more than three minutes and prohibiting the establishment of sensitive
receptors near the Project Site, and GCC-11, which prohibits heavy trucks from
coming on to the Project Site if properly certified, will reduce the impacts to
less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.7-7-9 of the Draft EIR, the
potentially hazardous materials that will be used in the
construction and operation of the Project are all subject to
substantial regulation in order to ensure that their use
will not adversely affect the public health or safety.Potential fire and smoke hazards associated with the
Project, particularly given its size, could present a
significant impact. However, the imposition of Mitigation
Measures HH-1 through HH-4, set forth on page 5.7-11  of the
Draft EIR, which will substantially minimize the chance of a
major fire, have been imposed as conditions of approval of
the Project.As discussed on pages 5.3-49-53 and
5.7-8-9, emissions from diesel
trucks serving the Project Site could have a substantial impact on
the health of anyone living south of future Eucalyptus Avenue.
Prohibiting idling of diesel trucks, providing electricity to trucks
at the Project Site, requiring that only trucks in good operating
condition be allowed to access the Project Site and requiring the
applicant to record a land use restriction which will prohibit
residential development south of future Eucalyptus Avenue will ensure
that adverse health impacts will be mitigated into insignificance.
Accordingly, Mitigation Measures AQ-11 through AQ-13, as set forth on
page 5.3-52 of the Draft EIR, as modified on pages 4-5-6 of the Final
EIR, and GCC-11, set forth on pages 4-5-6 of the Final
EIR, have been imposed as conditions of approval of the
Project.
 b. Potential Significant Impact:
    
    Cumulative hazard and hazardous materials
impacts
 
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##### 



Finding:
    
    Cumulative impacts caused by the development of the Project,
in conjunction with other development, could result in significant adverse
impacts resulting from hazards and hazardous materials. However, the
imposition of Mitigation Measures HH-1 through HH-4, which require compliance
with fire safety design and construction standards, and AQ-13 which prohibits
the establishment of sensitive receptors near the Project Site, on the
Project and similar mitigation measures on other projects will reduce the
impact to less than cumulatively considerable and thus will be less than
significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6.12-13 of the Draft EIR, the
potentially hazardous materials that will be used in
the construction and operation of the Project are all
subject to substantial regulation in order to ensure
that their use will not adversely affect the public
health or safety. Similar regulation will also apply to
the development of other projects. The imposition of
Mitigation Measures HH-1 through HH-4 and AQ-13,
discussed in subsection IV.4.a above, on the Project
and the imposition of similar mitigation measures on
other projects will reduce the impacts to less than
significant.
 5.
    
    LAND USE AND PLANNING
 a. Potential Significant Impact:
    
    Conflict with any applicable land use plan,
policy or regulation of an agency with
jurisdiction over the Project adopted to
avoid or mitigate environmental effects
(Impact 5.9-2)
 Finding:
    
    The Project would be technically inconsistent with the Citys General Plan
and Zoning Ordinance prior to approval of the proposed General Plan
amendment and the change of zone. However, after the adoption of the General
Plan amendment and the change of zone, the Project will be fully consistent
with the goals and policies of the Citys General Plan for this area of the
City under the existing land use plan and will not conflict with any of the
Citys policies or regulations adopted to avoid or mitigate an environmental
effect. The imposition of Mitigation Measure LU-1, which prohibits the
establishment of sensitive receptors near the Project Site, will reduce the
impacts to less than significant consistent with goals set by regional
planning organizations.
 Factual Basis for the Finding:
    
    As discussed on pages 5.9-16-27 of the Draft EIR and
pages 4-58-59 of the Final EIR, with the adoption of
 
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the required General Plan Amendment and Zone
Change, the Project is consistent with all of the
Citys applicable land use, General Plan and Zoning
Goals and Policies, including those designed to avoid
or mitigate environmental effects. The Project will be
consistent with all of the regional and County plans
except that it will be inconsistent with the air
quality goals of the South Coast Air Quality
Management District, the Southern California
Association of Governments Regional Transportation
Plan and the Western Riverside County Council of
Governments Comprehensive Plan but neither the Air
Quality Management District nor the Associations have
any permitting jurisdiction over the Project. Imposing
a buffer immediately south of future Eucalyptus
Avenue, which will prohibit the location of residences
and other sensitive receptors through the recordation
of a deed restriction, will ensure that no sensitive
receptors near the Project Site will be affected by
adverse air quality impacts emanating from the
construction and operation of the Project.
Accordingly, Mitigation Measure LU-1, set forth on
page 4-13 of the Final EIR, has been imposed as a
condition of approval of the Project.
 b. Potential Significant Impact:
    
    Conflict with an applicable habitat
conservation plan or natural communities
conservation plan (Impact 5.9-3)
 Finding:
    
    The Project could conflict with any applicable habitat conservation plan or
natural communities conservation plan. However, the imposition of Mitigation
Measures BR-2 through BR-4 which require the protection of birds which might be
found on the Project Site and the payment of mitigation fees which will be used to
protect the Stephens Kangaroo Rat and the species protected under the Multiple
Species Habitat Conservation Plan, will reduce the impact to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.4-32-33 of the Draft EIR and
in the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C-1 to the Draft EIR, the Project
Site is located within an area which is subject to both
the Multiple Species Habitat Conservation Plan and the
Stephens Kangaroo Rat Habitat Conservation Plan.
However, with respect to both Plans, the Project
 
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Site is located in an area which calls for the
payment of mitigation fees which have been determined
to be full mitigation for the impacts which may
occur. Accordingly, Mitigation Measures BR-2, BR-3
and BR-4, set forth on pages 5.4-34-35 of the Draft
EIR, as modified on page 4-8 of the Final EIR, have
been imposed as conditions of approval of the
Project.
 6.
    
    NOISE
 a. Potential Significant Impact:
    
    Temporary or periodic increases in ambient noise levels in the Project vicinity above levels existing without the Project (Impact 5.11-3)
 Finding:
    
    Construction work on the Project Site could result in substantial
temporary increases in ambient noise levels for existing residences located along
Redlands Boulevard, However, the imposition of Mitigation Measures N-1 through N-5,
which require that no construction vehicles use Redlands Boulevard south of future
Eucalyptus Avenue, that there be no night time construction within 1200 feet of
sensitive receptors, that temporary sound barriers be constructed to ensure that day
time construction noise not exceed City standards, that all equipment be kept in
good working order and that materials be stockpiled at least 1200 feet from
residences south of future Eucalyptus Avenue along Redlands Boulevard and Theodore
Street, will reduce the impact to less than significant.
 Factual Basis for the Finding:
    
    As discussed in Section 5.11 of the Draft EIR and in the Noise Assessment, Appendix I to
the Draft EIR, off-site construction along Redlands Boulevard, Theodore Street, future
Eucalyptus Avenue and the drainage facilities to the south of the Project Site will take
place during daylight hours and,  with the exception of noisy equipment which will be
used for very limited periods of time, there will be no substantial exposure of residents
to significant noise impacts. The grading and construction which will take place on the
Project Site will take place around the clock for almost a year and would expose nearby
residents to noise levels in excess of those allowed under the Citys Municipal  Code.
However, prohibiting construction vehicles on Redlands Boulevard south of future Eucalyptus
Avenue, prohibiting nighttime grading within 1,200 feet of
 
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residences south of future Eucalyptus Avenue, the
erection of temporary sound barriers, maintaining
equipment in good working order and locating material
stockpiles at least 1,200 feet from residences south of
future Eucalyptus Avenue along Redlands Boulevard and
Theodore Street will ensure that none of the residences
will be exposed to noise levels in excess of those
allowed by the Citys Municipal Code. Accordingly,
Mitigation Measures N-1 through N-5, as set forth on
pages 5.11-29-30 of the Draft EIR, as modified on pages
4-14-15 of the Final EIR, have been imposed as
conditions of approval of the Project.
 7.
    
    TRANSPORTATION AND TRAFFIC
 a. Potential Significant Impact:
    
    Substantial increase on traffic load and street capacity (Impact 5.14-1)
 Finding:
    
    As there is currently little traffic between Redlands Boulevard and Theodore
Street between future Eucalyptus Avenue and SR-60 any additional traffic by comparison
could be considered significant and would cause the intersection of Redlands Boulevard
and the SR-60 westbound ramps to exceed the Citys level of service during the AM peak
hour. However, with the imposition of Mitigation Measures TT-1 through TT-3, which
require the constructions of improvements on Redlands Boulevard, Theodore Street and
at their intersections with SR-60 or the payment of fees for the construction of the
improvements, the impacts will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.14-15-28 and -39-40 of the Draft EIR, as modified on pages 4-64-65
of the Final EIR, and in the Traffic Study, Appendix J to the Draft EIR, a large number of
trucks serving the Project Site will use Redlands Boulevard and Theodore Street between
future Eucalyptus Avenue and SR-60. The Citys level of service is D. Without improvements,
the intersection of Redlands Boulevard and the SR-60 westbound ramps would be at level of
service E in the AM peak hour. Requiring the improvement of the intersection will reduce
the impact to less than significant. Accordingly, Mitigation Measure TT-2, set forth on
page 5.14-39 of the Draft EIR, as modified on page 4-16 of the Final EIR, has been imposed
as a condition of approval of the Project. Although no mitigation is required to reduce any
other significant
 
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impact, Mitigation Measures TT-1 and TT-3, set
forth on pages 5.14-39-40 of the Draft EIR, as modified
on page 4-16 of the Final EIR, have also been imposed
as conditions of approval of the Project to ensure that
any improvements needed at the intersections of future
Eucalyptus Avenue and Redland Boulevard and Theodore
Street and at the intersection of Theodore Street and
SR-60 will also be constructed.
 b. Potential Significant Impact:
    
    Cumulative traffic impacts
 Finding:
    
    Cumulative impacts of the Project, in conjunction with other development, could
result in significant adverse impacts on traffic. However, the imposition of
Mitigation Measures TT-1 through TT-3, which require the constructions of
improvements on Redlands Boulevard, Theodore Street and at their intersections with
SR-60 or the payment of fees for the construction of the improvements, and TT(C)-1
through TT(C)-3, which require the constructions of improvements on Redlands
Boulevard, Theodore Street and at their intersections with SR-60 or the payment of
fees for the construction of the improvements, on the Project, together similar
mitigation measures imposed on other projects, will reduce the impacts to less than
cumulatively considerable and thus will be less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-25-32 of the Draft EIR and in the Traffic Study, Appendix J to the Draft
EIR, traffic impacts of other projects have the potential to cause a number of intersections to
exceed the Citys level of service D requirement. Requiring the Project to provide improvements to
the intersections of future Eucalyptus Avenue with Redland Boulevards and Theodore Street and at
the intersections of SR-60 and Redlands Boulevard and Theodore Street will ensure that the
projects impacts will be less than significant. Accordingly, Mitigation measures TT-1 through
TT-3, as set forth on pages 5.14-39-40 of the Draft EIR, as modified on page 4-16 of the Final EIR,
and TT-1(C) through TT-3(C), set forth on pages 6-32 of the Draft EIR, have been imposed
as condition of approval of the Project. The Citys General Plan requires that new development
mitigate their traffic impacts so that similar mitigation measures will be imposed on other
projects.
 
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C.
    
    IMPACTS IDENTIFIED IN THE EIR AS BEING SIGNIFICANT AND UNAVOIDABLE
EVEN AFTER THE IMPOSITION OF ALL FEASIBLE MITIGATION MEASURES
 1.
    
    AESTHETICS
 a. Significant Unavoidable Impact:
    
    Substantial adverse effect on a scenic
vista (Impact 5.1-1)
 Finding:
    
    The development of the Project will have a substantial adverse effect on a
significant scenic vista and there are no feasible mitigation measures which
will reduce the impact to less than significant.
 Factual Basis for the Finding:
    
    As shown and discussed on pages 5.1-4-25 of the Draft
EIR and Appendix M to the Draft EIR, the Project Site
is currently vacant except for a single structure and
thus is part of a scenic open space vista. In
addition, the Project Site as it now exists is
somewhat obscured by existing trees and vegetation
but does not  completely interfere with the views of
mountains and foothills to the north, east and south.
The development of the Project will block views of
these scenic vistas from SR-60, Redlands Boulevard,
future Eucalyptus Avenue and Theodore Street along
the full length of each of these roadways adjacent to
the Project Site. Further, the buildings to be
constructed on the Project Site will be visible from
higher elevations to the north, the east and the
south and will alter the expansive view of the
undeveloped property now evidenced from these areas.These impacts are significant and unavoidable and
there are no feasible mitigation measures which
will reduce the impact to less than significant
which would feasibly attain most of the basic
objectives of the Project.
 b. Significant Unavoidable Impact:
    
    Cumulative aesthetic impacts
 Finding:
    
    The development of the Project, in conjunction with related projects and
that authorized by the Moreno Highlands Specific Plan, will result in
significant and unavoidable cumulative impacts on scenic vistas and there are
no feasible mitigation measures which will reduce the impact to less than
significant.
 
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Factual Basis for the Finding:
    
    As discussed on pages 6-5-6 of the Draft EIR, the
development of land in the vicinity of the Project Site
will add to the loss of scenic vistas which will occur
because of the development of the Project. There are
no mitigation measures which will reduce the impacts
to less than significant which would feasibly attain
most of the basic objectives of the Project. Given the
similarity of impacts of other likely uses for the Project
Site, only prohibiting any development would mitigate
the impacts to less than significant.
 2. AGRICULTURAL RESOURCES
 a. Significant Unavoidable Impact:
    
    Conversion of farmland
to non-agricultural use (Impact 5.2-1)
 Finding:
    
    The development of the Project will have a significant and unavoidable
impact on 24.1 acres of Prime Farmland, 98.8 acres of Farmland of Local
Importance and 35.5 acres of Other Land which will be converted from
agricultural uses into commercial and industrial uses. There are no feasible
mitigation measures which will reduce the impact to less than significant
which would feasibly attain most of the basic objectives of the Project.
Given the similarity of impacts of other likely uses for the Project Site, only
prohibiting any development would mitigate the impacts to less than
significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.2-1 and -6-7 of the Draft EIR
and in the Agricultural Resources Report and Land
Evaluation and Site Assessment and the Agricultural
Impact Evaluation, Appendices B.1 and B.2 to the Draft
EIR, the Citys General Plan recognizes that farming
has become less economically viable because of the
high cost of water, the cost of land and property
taxes, conflicts with surrounding urban uses and the
lack of agri-business support in the area. Although
the Project Site does contain land which has been
identified by the California Department of
Conservation as suitable for farming, the absence of
an agricultural infrastructure  crop managers,
labor, farm implements and processing facilities  in
the vicinity, the cost of bringing suitable water to
the Project Site, the cost of the water itself and the
fact that the sale of the products which could be
grown if water were available would not cover the
costs of
 
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production means that the Project Site
cannot be realistically considered as an agricultural
resource.There are no feasible mitigation measures which could reduce
the loss of the farmland. There is a finite amount of land
that is suitable for agricultural use. The purchase of fee
title or of agricultural conservation  easements over other
parcels used for agriculture would not avoid, reduce or
compensate for the impact of converting the Project Site from
agricultural to commercial and industrial uses because it
would not offset the loss of agricultural land caused by the
development of the Project, i.e., there would still be a net
reduction in the total amount of land suitable for
agricultural use. Further, no City policy requires the
acquisition of replacement agricultural land, either in fee
or through the use of a conservation easement, and no program
to oversee such acquisitions exist.
 b. Significant Unavoidable Impact:
    
    Cumulative loss of farmland
 Finding:
    
    The development of the Project, in conjunction with related projects and that
authorized by the Moreno Highlands Specific Plan, will result in significant and
unavoidable cumulative impacts on farming. There are no mitigation measures which will
reduce the impact to less than significant other than prohibiting development on sites
now used for agriculture.
 Factual Basis for the Finding:
    
    As discussed on pages 5.2-5-7 and 6-6-7 of the Draft
EIR and in the Agricultural Resources Report and Land
Evaluation and Site Assessment and the Agricultural
Impact Evaluation, Appendices B.1 and B.2 to the Draft
EIR, the Citys General Plan recognizes that farming has
become less economically viable because of the high cost
of water, the cost of land and property taxes, conflicts
with surrounding urban uses and the lack of agri-business
support in the area. Although the Project Site does
contain land which has been identified by the California
Department of Conservation as suitable for farming, the
absence of an agricultural infrastructure  crop
managers, labor, farm implements and processing
facilities  in the vicinity, the cost of bringing
suitable water to the Project Site, the cost of the water
itself and the fact that the sale of the products which
could
 
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be grown if water were available would
not cover the costs of production means that the
Project Site cannot be realistically considered as an
agricultural resource.There are no feasible mitigation measures which could
reduce the loss of the farmland. There is a finite
amount of land that is suitable for agricultural use.
The purchase of fee title or of agricultural
conservation easements over other parcels used for
agriculture would not avoid, reduce or compensate for
the impact of converting the Project Site from
agricultural to commercial and industrial uses because
it would not offset the loss of agricultural land
caused by the development of the Project, i.e., there
would still be a net reduction in the total amount of
land suitable for agricultural use. Further, no City
policy requires the acquisition of replacement
agricultural land, either in fee or through the use of
a conservation easement, and no program to oversee such
acquisitions exist.
 3. AIR QUALITY
 a. Significant Unavoidable Impact:
    
    Violation of an air quality standard or
substantial contribution to an existing or
projected air quality violation (Impact
5.3-2)
 Finding:
    
    The construction and operation of the Project will not violate any air quality
standards for localized impacts with two exceptions: those promulgated by the South
Coast Air Quality Management District for the emission of coarse and fine particulate
matter (PM10 and PM2.5) during the construction of the
Project. The imposition of Mitigation Measures AQ-1 through AQ-10, which require the
control of fugitive dust, the acquisition of Tier II level construction equipment, to
the extent available, the proper maintenance of construction equipment, the turning
off of construction equipment when not in use and prohibiting idling for more than
five minutes, the control of traffic around the Project Site, the use of low volatile
organic compound paints applied using either high-volume low-pressure spray equipment
or by hand, the encouragement of construction workers to carpool, the provision of
on-site electrical hook-ups during construction, the reduction of the amount of dust
which will be tracked off-site and limiting off-site construction improvements to an
eight hour day during daylight hours will reduce the impact of the emission of
PM10, to less than significant. There are no mitigation measures which will
reduce the emission of PM2.5 to less than
 
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significant which would feasibly attain most of the basic objectives of the
Project.
 Factual Basis for the Finding:
    
    As discussed on pages 5.3-22-40 of the Draft EIR, as
modified on pages 4-40-44 of the Final EIR, and in the Air Quality and Health
Risk Report, Appendix D.1 to the Draft EIR, the grading of the Project Site
and the operation of the Project will result in the emission of pollutants 
nitrogen dioxide (NO2), carbon monoxide (CO), PM10
and PM2.5. The South Coast Air Quality Management
District has established localized significance thresholds to determine
whether the emission of any of the pollutants will have a significant adverse
effect on those nearby, both residents and workers. None of the thresholds
will be exceeded after the construction of the buildings on the Project Site
has been completed and operations begun. The same thing is true for
NO2 and CO during the construction Phases of the Project. However,
without mitigation, the thresholds will be exceeded for both PM10
and PM2.5. Requiring the control of fugitive dust,
acquiring Tier II level construction equipment, to the extent available,
properly maintaining construction equipment, turning off construction
equipment when not in use and prohibiting idling for more than five minutes,
controlling traffic around the Project Site, using low volatile organic
compound paints applied using either high-volume low-pressure spray
equipment or by hand, encouraging construction workers to carpool, providing
on-site electrical hook-ups during construction, reducing the amount of dust
which will be tracked off-site and limiting off-site construction
improvements to an eight hour day during daylight hours will ensure that the
emission of PM10will be mitigated into insignificance.
Accordingly, Mitigation Measures AQ-1 through AQ-10, as set forth on pages
5.3-38-39 of the Draft EIR, as modified on pages 4-2-5 of the Final EIR,
have been imposed as conditions of approval of the Project. However, there
are no feasible mitigation measures which will reduce the emissions of
PM2.5 to less than significant which would feasibly attain most of
the basic objectives of the Project.
 
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b. Significant Unavoidable Impact:
    
    Cumulatively significant net increase of
any criteria pollutant for which the
Project area is non-attainment under an
applicable federal or state ambient air
quality standard (Impact 5.3-3)
 Finding:
    
    The Project Site is located in a non-attainment area for ozone, PM10
and PM2.5. The grading of the Project Site and the construction
of Phase 1 of the Project on the Site could result in emissions of volatile organic
compounds (VOC), nitrogen oxides (NOX), PM10 and
PM2.5 in excess of the thresholds promulgated by the South
Coast Air Quality Management District. The imposition of Mitigation Measures AQ-1
through AQ-10, which require the control of fugitive dust, the acquisition of Tier II
level construction equipment, to the extent available, the proper maintenance of
construction equipment, the turning off of construction equipment when not in use and
prohibiting idling for more than five minutes, the control of traffic around the
Project Site, the use of low volatile organic compound paints applied using either
high-volume low-pressure spray equipment or by hand, the encouragement of
construction workers to carpool, the provision of on-site electrical hook-ups during
construction, the reduction of the amount of dust which will be tracked off-site and
limiting off-site construction improvements to an eight hour day during daylight
hours will reduce the impact of the emission of PM10, will ensure that the
daily amount of PM10and PM2.5 emitted during the
grading and construction Phase 1 of the Project will reduce their impacts to less
than significant and will reduce the daily amount of the emission of VOC and
NOX but not to less than significant.The grading and construction associated with Phase 2 of the Project will
result in the daily amount of emissions of VOC and NOX in excess of
the thresholds promulgated by the South Coast Air Quality Management District;
the daily amount of emissions of PM10 and
PM2.5 will be less than those thresholds. The imposition
of Mitigation Measures AQ-1 through AQ-10, described above, will reduce the
daily amount of emissions of VOC and NOXbut not to less than
significant.The grading and construction associated with Phase 3 of the Project will result
in the daily amount of emissions of VOC exceeding the threshold promulgated by
the South Coast Air Quality Management District; the daily  amount of
emissions of NOX, PM10 and PM2.5 will not
exceed those thresholds. The imposition of Mitigation Measures AQ-1 through
AQ-10, described above, will reduce the daily amount of emissions of VOC but not
to less than significant.
 
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The daily amount of emissions of VOC, NOX,
PM10 and PM2.5 associated with the operation of the
Project during all Project Phases will exceed the thresholds promulgated by the
South Coast Air Quality Management District. The imposition of Mitigation
Measures AQ-11 through AQ-21, which require off-site construction be limited to
day light hours, signs be posted stating that diesel trucks not idle for more
than three minutes, the provision of electricity and electrical hooks-ups for
transportation refrigeration, the prohibition against trucks not using
electrically powered refrigeration units the prohibition of the establishment
of sensitive receptors near the Project Site, the encouragement of the use of
clean trucks and vehicles, the design of the Project Site to diminish queuing
of trucks, the provision of food service on-site, the provision of incentives
for employees to carpool and the maximization of electrical electrically
powered equipment for landscape maintenance, and GCC-5(a), which requires the
provision of facilities designed to encourage the use of bicycles, GCC-5(e),
which requires preferential parking for carpools, vanpools and alternatively
fueled vehicles, GCC-9, which requires LEED credit in a number of areas, and
GCC-11, which prohibits access of heavy trucks to the Project Site for heavy
trucks which do not have an Engine Certification label, will reduce the daily
amount of emissions slightly but in no case will they cause the emissions to be
less than significant.In no case will the daily amount of the emission of CO exceed the threshold
promulgated by the South Coast Air Quality Management District during either the
grading of the Project Site or the construction of buildings on the Site. The
daily amount of emissions of CO will exceed the threshold for CO promulgated by
the South Coast Air Quality Management District during all of the three
operational Phases of the Project. The imposition of Mitigation Measures AQ-11
through AQ-21 and GCC-5(a), GCC-5(e), GCC-9 and GCC-11, all as described above,
will reduce the daily amount of emissions slightly but not to less than
significant.There are no further mitigation measures which will reduce the foregoing impacts
to insignificant which would feasibly attain most of the basic objectives of the
Project.The daily amount of emissions of SOX will be less than the thresholds
promulgated by the South Coast Air Quality Management District throughout the
grading of the Project Site, the construction of buildings on the Site and the
operation of the Project.
 Factual Basis for the Finding:
    
    As discussed on Section 5.3 of the Draft EIR, as
modified on pages 4.40-4.46 of the Final EIR, and in the
Air Quality and Health Risk Report, Appendix D.1
 
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to the Draft EIR, the development of the Project has the potential of
emitting criteria pollutants, except for SOX, in excess of the thresholds
promulgated by the South Coast Air Quality Management District during the grading of
the Project Site, construction of buildings on the Site and the operation of the
Project. Requiring the control of fugitive dust, acquiring Tier II level construction
equipment, to the extent available, properly maintaining construction equipment,
turning off construction equipment when not in use and prohibiting idling for more
than five minutes, controlling traffic around the Project Site, using low volatile
organic compound paints applied using either high-volume low-pressure spray equipment
or by hand, encouraging construction workers to carpool, providing on-site electrical
hook-ups during construction, reducing the amount of dust which will be tracked
off-site and limiting off-site construction improvements to an eight hour day during
daylight hours will ensure that the daily amount of emissions of PM10 and
PM2.5 during the grading and construction associated with Phase 1 of the
Project will be mitigated into insignificance. Accordingly, Mitigation Measures AQ-1
through AQ-10, set forth on pages 5.3-38-39 of the Draft EIR, as modified on pages
4-2-5 of the Final EIR, have been imposed as conditions of approval of the Project.
The same conditions will reduce the daily amount of emissions of NOX during
the grading and construction associated with Phase 2 of the Project to less than
significant but will reduce the daily amount of emissions of VOC only slightly and not
below the threshold promulgated by the South Coast Air Quality Management District.
The daily amount of emissions of the other criteria pollutants will be below the
thresholds promulgated by the South Coast Air Quality Management District.The daily amount of emissions of VOC associated with the grading and construction of
Phase 3 of the Project will exceed the threshold promulgated by the South Coast Air
Quality Management District. The imposition of Mitigation Measures AQ-1 through AQ-10,
as described above, will reduce the daily amount of
 
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emissions of VOC slightly but not to less
than significant. The daily amount of emissions of the
remaining criteria pollutants will all be below the
thresholds promulgated by the South Coast Air Quality
Management District.The daily amount of emissions for all three
operational phases of the Project, with the exception of
SOX, will exceed the thresholds promulgated by
the South Coast Air Quality Management District. The
imposition of Mitigation Measures AQ-11 through AQ-13, as
set forth on page 5.3-52 of the Draft EIR, as modified on
pages 4-5-6 of the Final EIR, AQ-14 through AQ-21, set
forth on pages 4-6-6 of the Final EIR, GCC-5(a), GCC-5(e)
and GCC-9, set forth on pages 5.16-11-13, as modified on
pages 4-19-20 of the Final EIR, and  GCC-11, set forth on
page 4-21 of the Final EIR, all as described above, will
reduce the daily amount of emissions of each of the other
five criteria pollutants slightly but not to less than
significant.There are no further mitigation measures which will
reduce the emissions of the criteria pollutants to less
than significant which would feasibly attain most of the
basic objectives of the Project. The emissions of VOC
and NOX are associated with the grading of
the Project Site and the asphalt, building and
architectural coatings for those buildings. The
operational emissions are due almost entirely to mobile
sources  cars and trucks  over which the City has no
control because the Legislature has vested all authority
to deal with the emissions from cars and trucks in the
California Air Resources Board.
 c. Significant Unavoidable Impact:
    
    Exposure of sensitive receptors to
substantial pollutant concentrations
(Impact 5.3-4)
 Finding:
    
    The development of the Project has the potential to expose sensitive receptors to
emissions of PM10 and PM2.5 in excess of local significance
thresholds promulgated by the South Coast Air Quality Management District and to the
risk of cancer from the operation of the Project in excess of the significance
threshold of 10 in 1,000,000. The imposition of Mitigation Measures AQ-1 through
AQ-21, which require the control of fugitive dust, the acquisition of
 
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Tier II level construction equipment, to the extent available,
the proper maintenance of construction equipment, the turning off of
construction equipment when not in use and prohibiting idling for more than
five minutes, the control of traffic around the Project Site, the use of low
volatile organic compound paints applied using either high-volume low-pressure
spray equipment or by hand, the encouragement of construction workers to
carpool, the provision of on-site electrical hook-ups during construction, the
reduction of the amount of dust which will be tracked off-site, limiting
off-site construction improvements to an eight hour day during daylight hours,
off-site construction be limited to day light hours, signs be posted stating
that diesel trucks not idle for more than three minutes, the provision of
electricity and electrical hooks-ups for transportation refrigeration, the
prohibition against trucks not using electrically powered refrigeration units
the prohibition of the establishment of sensitive receptors near the Project
Site, the encouragement of the use of clean trucks and vehicles, the design
of the Project Site to diminish queuing of trucks, the provision of food
service on-site, the provision of incentives for employees to carpool and the
maximization of electrical electrically powered equipment for landscape
maintenance; and GCC-5(a), which requires the provision of facilities designed
to encourage the use of bicycles, GCC-5(e), which requires preferential
parking for carpools, vanpools and alternatively fueled vehicles, GCC-9, which
requires LEED credit in a number of areas, and GCC-11, which prohibits access
of heavy trucks to the Project Site for heavy trucks which do not have an
Engine Certification label will reduce the impacts of PM10 and the
risk of cancer to less than significant but the risk associated with the
emissions of PM10 during the grading and construction associated
with Phase 1 of the Project will remain significant and unavoidable. There are
no mitigation measures which will reduce the impacts to less than significant
which would feasibly attain most of the basic objectives of the Project.
 Factual Basis for the Finding:
    
    As discussed in Section 5.3 of the Draft EIR, as
modified on pages 4-2-5 of the Final EIR, in the Air
Quality and Health Risk Report, Appendix D.1 to the
Draft EIR, as amplified and clarified in the
Supplemental Health Risk Assessment Report, Appendix
D.1 to the Final EIR, and in subsection IV.C.3.a above,
the grading, construction and operation associated with
the Project has the potential to exceed localized
significance thresholds and cancer risks for sensitive
receptors near the Project Site. Controlling fugitive
dust, acquiring Tier II level construction equipment,
to the extent available,
 
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properly maintaining construction equipment,
turning off construction equipment when not in use and
prohibiting idling for more than five minutes, controlling
traffic around the Project Site, using low volatile organic
compound paints applied using either high-volume low-pressure
spray equipment or by hand, encouraging construction workers to
carpool, providing on-site electrical hook-ups during
construction, reducing the amount of dust which will be
tracked off-site, limiting off-site construction improvements
to an eight hour day during daylight hours, providing bicycle
parking spaces and on-site showers, preferential parking for
carpools and alternatively fueled vehicles, obtaining LEED, or
if not available an approved program to achieve the same level
of environmental benefit, certification for the Project,
prohibiting access to trucks over 10,000 pounds which do not
have an Engine Certification Label and establishing a buffer
area on land immediately south of future Eucalyptus Avenue
through a deed restriction will ensure that the risks
associated with PM2.5 and cancer will be
mitigated into  insignificance. Accordingly, The imposition of
Mitigation Measures AQ-1 through AQ-13, as set forth on pages
5.3-38-39 and -52 of the Draft EIR, as modified on pages 4-2-6
of the Final EIR, AQ-14 through AQ-21, set forth on pages 4-6-6
of the Final EIR, GCC-5(a), GCC-5(e) and GCC-9, set forth on
pages 5.16-11-13, as modified on pages 4-19-20 of the Final
EIR, Mitigation measures AQ-1 through AQ-21, GCC-5(a), GCC-5(e)
and GCC-9, set forth on pages 5.3-38-39 and -52 of the Draft
EIR, as modified on  pages 4-2-5 and -19-20 of the Final EIR,
have been imposed as conditions of approval of the Project.
However, as set forth in the factual basis for the finding in
subsection IV.C.3.a above, there are no feasible mitigation
measures which will reduce the emissions of PM10
associated with the grading and construction of Phase 1 of the
Project to less than significant.
 d. Significant Unavoidable Impact:
    
    Cumulative contribution to air quality
impacts
 
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Finding:
    
    The development of the Project, in conjunction with related
projects and that authorized by the Moreno Highlands Specific Plan, will result in
significant and unavoidable cumulative impacts on VOC, NOX, CO,
PM10 and PM2.5. There are no mitigation measures which will
reduce the impacts to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-8-10 of the Draft EIR, in the
Air Quality and Health Risk Analysis Report, Appendix
D.1 to the Draft EIR, Response 10-2, page 3-99 of the
Final EIR and in subsections IV.C.3.a-c above, the air
quality pollutants emitted during the operation of the
Project, alone or in conjunction with those emitted by
surrounding development, will be cumulatively
significant. All feasible mitigation measures have
been imposed as conditions of approval of the Project.
The City will impose feasible mitigation measures on
projects seeking approval within the future. However,
the air quality problems that exist in the area of the
Project are, in most cases, problems affecting the
entirety of the South Coast air basin and, as such,
are beyond the Citys control.
 4. NOISE
 a. Significant Unavoidable Impact:
    
    Cumulative adverse noise impacts
 Finding:
    
    The development of the Project, in conjunction with the development of related
projects and that authorized by the Moreno Highlands Specific Plan will result in
significant and unavoidable cumulative noise impacts on houses located near SR-60.
There are no feasible mitigation measures which will reduce the impacts to less
than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 6-17-23 of the Draft EIR and in
the Noise Assessment, Appendix I to the Draft EIR,
the increase in noise due to the operation of the
Project will be small. However, when added to that
which can be expected by the use of vehicles on SR-60
from both related projects and the development of the
Moreno Highlands Specific Plan area, the result will
be that at least one residence east of Theodore
Street and several residences located west of
Redlands Boulevard will experience a noise increase
of more than 3 dB with a future noise level above 65
CNEL, the Citys noise level for residential areas.
There are no mitigation
 
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measures which will reduce the impacts to
less than significant.
 5. GLOBAL CLIMATE CHANGE AND GREENHOUSE GASES
 a. Significant Unavoidable Impact:
    
    Hindrance or delay of Californias ability
to meet the climate reduction targets
contained in AB32 (Impact GCC-1)
 Finding:
    
    The grading and construction associated with the Project will, after the
application of all feasible mitigation measures, result in approximately 6,500 metric
tons of carbon dioxide equivalent (CO2e). The operation of the Project,
after the imposition of all feasible mitigation measures, will produce approximately
81,800 metric tons of CO2e per year. In the absence of any quantitative or
qualitative threshold of significance for the emissions of CO2e, it must be
assumed that the amount of the emissions of CO2e, both during the grading
and construction associated with the Project and the operation of the Project will,
individually and cumulatively, be a significant and unavoidable impact. There are no
feasible mitigation measures which will reduce the impacts to less than significant.
 Factual Basis for the Finding:
    
    As discussed in Section 5.16 and pages 6-40-41 of the
Draft EIR and in the Climate Change Analysis, Appendix N to the
Draft EIR, the grading and construction associated with the Project
and the operation of the Project will generate substantial amounts
of CO2e emissions. There is, currently, neither a
quantitative nor a qualitative threshold to be used to determine
whether the amount of CO2eemissions is significant.
Various thresholds, ranging from no new contributions to over 40,000
metric tons per year, have been proposed. The staff of the South
Coast Air Quality Management District has suggested a possible
threshold of 10,000 tons of CO2e per year for industrial
projects but has not suggested a numerical threshold for
non-industrial projects; the District has not yet acted on the
proposal. However, the California Air Resources Board and the Office
of Planning and Research are considering the adoption of a threshold
of significance for CO2e emissions but have not yet
decided on that threshold. AB32 requires a  reduction of
approximately 30% in CO2e emissions
over business as usual by 2020 in order to reach the
levels emitted in California in 1990. Irrespective of
 
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when or what standards will be adopted by the California Air
Resources Board all feasible measures have been implemented in this project in
compliance with AB-32.Incorporating water conservation requirements, properly maintaining construction
equipment, turning off construction equipment when not in use and prohibiting construction
equipment from idling for more than five minutes, controlling traffic around the Project
Site, encouraging construction workers to carpool, prohibiting truck idling for more
than three minutes per day per truck, providing electricity in the loading area for
transportation refrigeration units, designing the Project to meet 2008 Title 24 energy
efficiency requirements, using cool roofs and cool paints, installing renewable energy
generation on-site to meet the Projects Phase 1 office electricity needs, using ENERGY
STAR-qualified energy efficient appliances, providing bicycle storage parking and
showers for employees, installing Light Emitting Diodes in any traffic lights
which are a part of the Project, providing pedestrian and bicycle connections to
surrounding areas, establishing a Transportation Management Association to encourage and
coordinate carpooling by occupants of the Project, providing preferential parking for
carpools, vanpools and alternatively fueled vehicles, obtaining LEED
certification or, if not available, a similar program to achieve the same level of
environmental benefit, designing loading docks which will accommodate trucks utilizing
SmartWay Truck Efficiency emission reduction features, and prohibiting access to
trucks over 10,000 pounds which do not have an Engine Certification Label will ensure
reduction in the amount of emissions of CO2e. Accordingly, Mitigation Measures
AQ-1, AQ-3, AQ-4, AQ-5, AQ-7, AQ-11, AQ-12 and GCC-1 through 10, set forth on pages
5.16-9-13 of the Draft EIR, as modified on pages 4-2-6 and -18-21 of the Final EIR, and
GCC-11, set forth on page 4-21 of the Final EIR, have been imposed as conditions of
approval of the Project. However, there
 
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are no additional feasible mitigation
measures which would reduce the impact to less than
significant.
 b. Significant Unavoidable Impact:
    
    Impacts of climate change on the Project
(Impact GCC-2)
 Finding:
    
    Potential impacts of climate change include the exacerbation of air quality
problems, reduction in the quality and supply of water from the Sierra snow pack,
damage to the natural environment, reduction of in-state electricity production, and
an increase in wildfires, all of which could adversely affect the Project. The
imposition of Mitigation Measures W-1, which requires the preparation of a planting
and irrigation plan for the Citys review and approval, GCC-1 through GCC-4, which
require increased energy efficiency, the use of cool roofs and paints, the
production of energy on-site through the use of alternate, renewable energy sources
and the use of energy efficient appliances and systems, and GCC-9, which requires LEED
credit in a number of areas, will reduce the Projects need for energy and water
slightly but the impact of global climate change on the Project will continue to be
significant and unavoidable. There are no mitigation measures which will reduce the
impacts to less than significant.
 Factual Basis for the Finding:
    
    As discussed on pages 5.16-16-18 of the Draft EIR and
the Climate Change Analysis, Appendix N to the Draft
EIR, global climate change will affect the Project in
various ways. Imposing the mitigation measures discussed
in subsection IV.C.5 above will decrease the amounts of
water and energy required by the Project after it is in
operation but it, like all other projects in California,
will be subject to the deleterious impacts of climate
change.
 V. PROJECT ALTERNATIVES
 A. ALTERNATIVE SITES
 Finding:
    
    There exists no reasonably feasible and available alternative site for the Project
which would avoid or substantially lessen the significant impacts of the Project or to
allow it to feasibly attain most of the Projects basic objectives.
 Factual Basis for the Finding:
    
    As discussed on pages 9-2-3 and -33-34 of the Draft
EIR and in the letters from Darla Longo dated January
18, 2008, and October 7, 2008, Appendices O to the Draft
and Final EIRs, an extensive search for
 
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reasonably feasible and available alternative sites
was conducted. While eight potential sites were
considered, six of the eight were found to be infeasible
for failure to meet, at the initial threshold, one or more
of Skecherss requirements for its business and logistics
models, including, but not limited to, the ability to host
a 1,800,000 sf facility together with the possibility of
expansion later on a site immediately adjacent to a major
freeway and within the geographic service area needed. One
other potential site, in San Bernardino, met the threshold
and was studied for feasibility, but it was concluded
after study that the site  could not be built in an
efficient configuration for Skecherss operations.
Therefore, no reasonably feasible and available
alternative site in the Inland Empire could be found.
Moreover, even if an alternative site could be found, the
significant and unavoidable impacts, individually and
cumulatively, on, at least, air quality and global climate
change would not be reduced. Significant and unavoidable
noise impacts, individually and cumulatively, are also
unlikely to be reduced for any otherwise feasible site
that would satisfy Skecherss needs.
 B. NO PROJECT  NO DEVELOPMENT ALTERNATIVE
 Finding:
    
    The No Project  No Development Alternative is environmentally superior to
the Project but would not attain any of the objectives for the Project.
 Factual Basis for the Finding:
    
    As discussed on pages 9-3-9 and -36 of the Draft EIR,
leaving the Project Site in its current condition would
result in no impacts to the environment with the
exception that the existing General Plans designation
of the Project Site for development with commercial and
industrial uses would not be satisfied. None of the
Projects objectives would be met.
 C. EXISTING GENERAL PLAN ALTERNATIVE
 Finding:
    
    Developing the Project Site under the existing General Plan designation and
zoning would allow for the development of 1,715,000 sf of business park and 410,000
sf of community commercial uses. The impacts on the environment of development
pursuant to the existing General Plan designation and zoning would be roughly
comparable to those which would result from the
 
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development of the Project. However, it would not meet any of
Skecherss needs nor would it allow Skechers to have the logistics facility
available in the very near future at any other reasonably feasible and
available site. In addition, due to market conditions, development under the
existing General Plan designation and zoning would not currently be feasible
and therefore would delay any benefits that development of the Project Site
would bring to the City, such as jobs and revenues. Likewise, it would not
provide the Project applicant with an adequate rate of return on its investment
because there is no market available for development of the Project Site
consistent with the existing General Plan designation and zoning.
 Factual Basis for the Finding:
    
    As discussed on pages 9-9-19 and -36 of the Draft EIR
and in the letter from Darla Longo dated February 12,
2008, Appendix O to the Final EIR, there is currently no
market for the development of the Project Site
consistent with the existing General Plan designation
and zoning. The environmental impacts of development of
the Project Site consistent with the existing General
Plan designation and zoning are roughly comparable to
those of the Project with the impacts on aesthetics,
noise, public services and utilities being slightly less
and those on air quality, geology and soils, hazards and
hazardous materials and global climate change being
slightly more. Developing the Project Site consistent
with the existing General Plan designation and zoning
would not allow the Project applicant to achieve its
objectives because it would not be able to provide
logistics facilities to Skechers, resulting in delay or
denial of providing the City with new jobs and revenues
from the development of the Project Site and precluding
an adequate rate of return on its investment because
there is simply no existing market for development of
the Project Site consistent with the General Plan
designation and zoning.
 D. REDUCED DENSITY ALTERNATIVE
 Finding:
    
    Developing the Project Site with 1,000,000 sf of logistics use and 200,000
sf of community commercial uses would result in environmental impacts which would be
slightly less than those which would result from the development of the Project.
However, a reduced density alternative would not allow the Project to attain a number
of its basic objectives and would not reduce any
 
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significant unavoidable, environmental impact of the Project to a
level of insignificance or to a level capable of mitigation to a level of
insignificance and is therefore not significantly environmentally superior to
the Project.
 Factual Basis for the Finding:
    
    As discussed on pages 9-19-26 and -36 of the Draft
EIR, the environmental impacts of the reduced project
would be marginally less than, or equal to, those of
the Project. In particular, impacts on Agricultural
Resources, Biological Resources, Cultural Resources
Hydrology and Water Quality, Mineral Resources, and
Population, Housing and Employment would be the same
for the Reduced Density Alternative as for the Project,
except that employment opportunities would be reduced.
Reductions in most other impacts would be marginal to
modest. Only reductions in impacts on Air Quality would
be likely to be substantial. However, no significant
unavoidable impact of the Project would be reduced to
or made capable of mitigation to a level of
insignificance. Also, the reduced density alternative
would prevent achieving some of the Projects basic
objectives. In particular, Skechers would not be
provided the size and expandability required by its
business objectives. Current market conditions would
render the Reduced Density Alternative not reasonably
feasible and therefore preclude the Project applicant
from obtaining an adequate rate of return on its
investment.
 E. NORMAL CONSTRUCTION SCHEDULE ALTERNATIVE
 Finding:
    
    The normal construction alternative would have moderately fewer
environmental impacts than the Project. However, it would not allow the Project to
attain a number of its basic objectives and would not reduce any significant
unavoidable environmental impact of the Project to a level of insignificance or to
a level capable of mitigation to a level of insignificance and is therefore not
significantly environmentally superior to the Project.
 Factual Basis for the Finding:
    
    As discussed on pages 9-27-33 and -36 of the Draft
EIR, the normal construction schedule would have a
moderately lesser environmental impact on aesthetics,
air quality and noise during the construction phase but
would otherwise be comparable to the impacts which
would result from the development of the Project and
make no difference in any impacts during the
 
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operation of the Project. However, Skechers
would be delayed in consolidating its operations in a
single logistics facility and the City would also be
delayed in obtaining the jobs and revenues which the
construction and operation of the Project will
generate. Therefore, development of the Project Site
with a normal construction schedule would delay
achievement of most of the basic objectives of the
Project and would not be significantly environmentally
superior to the Project.
 F. ADEQUACY OF THE RANGE OF ALTERNATIVES
 Finding:
    
    Alternatives consisting of development consistent with the existing General Plan
designation and zoning, reduced density and a normal construction schedule represent
a reasonable range of alternatives.
 Factual Basis for the Finding:
    
    As discussed on pages 9-2-3 and -33-34 of the Draft
EIR and in the letters from Darla Longo dated January 18,
2008, and October 7, 2008, Appendices O to the Draft and
Final EIRs, an extensive search for reasonably feasible
and available alternative sites was conducted. While eight
potential sites were considered, six of the eight were
found to be infeasible for failure to meet, at the initial
threshold, one or more of Skechers requirements for its
business and logistics models, including, but not limited
to, the ability to host a 1,800,000 sf facility together
with the possibility of expansion later on a site
immediately adjacent to a  major freeway and within the
geographic service area needed. One other potential site,
in San Bernardino, met the threshold and was studied for
feasibility, but it was concluded after study that the
site could not be built in an efficient configuration for
Skecherss operations. Therefore, no reasonably feasible
and available alternative site in the Inland Empire could
be found. Moreover, even if an alternative site could be
found, the significant and unavoidable impacts,
individually and cumulatively, on, at least, air quality
and global climate change would not be reduced.
Significant and unavoidable noise impacts, individually
and cumulatively, are also likely to not be
 
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reduced for any site truly feasible for
Skecherss objectives.Because, there are no reasonably feasible and
available alternative sites, development consistent
with the existing General Plan designation and zoning,
reduced density and a normal construction schedule
represent a reasonable range of alternatives. The
purpose of the Guidelines requirements of studying a
reasonable range of alternatives would not be met by
constructing additional alternatives that would not
meet the basic objectives of the Project. Because
Skechers needs are specific as to size, expandability,
location and transport accessibility, and without
alternative sites as an option, no other alternatives
appear feasible which would not defeat at least one
basic Project objective.
 VI. LOGISTIC MODIFIED GENERAL PLAN CONCEPT
    
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VII. STATEMENT OF OVERRIDING CONSIDERATIONS
  A. AESTHETICS
 Finding:
    
    Notwithstanding the significant unavoidable impacts to aesthetics discussed in
subsection IV.C.1 above, the development of otherwise unusable land, the creation of
jobs by the Project, the multiplier effect which will create secondary jobs to support
the Project and those who work in it, the demonstration that the City is eager to
attract new business opportunities and the fact that the Project will be LEED
certified or, if LEED certification is not available, a similar program to achieve the
same level of environmental benefit, will also demonstrate the Citys commitment to
green technology constitutes benefits which outweigh the unavoidable adverse
environmental impacts to aesthetics. Each of the benefits, individually, constitutes a
sufficient basis for approving the Project notwithstanding the significant and
unavoidable impact on aesthetics which will result.
 Factual Basis for the Finding:
    
    As set forth in the Project Objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo
dated February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five
existing buildings in Ontario into one building in the
City which will, in the short run, generate
approximately 600 construction jobs and over 1,050 new
jobs in the City in Phase 1 operation of the project
and, in the long run, the development of the Project
will generate approximately 2,000 new jobs in the City
associated with the Project, all of which will help
 
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adjust the unfavorable jobs/housing
balance which currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional
1,000 secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.
 B. AGRICULTURAL RESOURCES
 Finding:
    
    Notwithstanding the significant unavoidable impacts to agricultural resources
discussed in subsection IV.C.2. above, the development of otherwise unusable land,
the creation of jobs by the Project, the multiplier effect which will create
secondary jobs to support the Project and those who work in it, the demonstration
that the City is eager to attract new business opportunities and the fact that the
Project will be LEED certified or, if LEED certification is not available, a
similar program to achieve the same level of environmental benefit, will also
demonstrate the Citys commitment to green technology constitutes benefits which
outweigh the unavoidable adverse environmental impacts to agricultural resources.
Each of the benefits, individually, constitutes a sufficient basis for approving
the Project notwithstanding the significant and unavoidable impact on agricultural
resources which will result.
 Factual Basis for the Finding:
    
    As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo
dated February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and
the Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five
existing buildings in Ontario into one building in the
City which will, in the short run, generate
approximately 600 construction jobs and over 1,050 new
jobs in the City in Phase 1 operation of the project
and, in the long run, the development of the Project
will generate approximately 2,000 new jobs in the City
associated with the Project, all of which will help
 
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adjust the unfavorable jobs/housing
balance which currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional 1,000
secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.
 C. AIR QUALITY
 Finding:
    
    Notwithstanding the significant unavoidable impacts to air quality
discussed in subsection IV.C.3. above, the development of otherwise unusable
land, the creation of jobs by the Project, the multiplier effect which will
create secondary jobs to support the Project and those who work in it, the
demonstration that the City is eager to attract new business opportunities and
the fact that the Project will be LEED certified or, if LEED certification is
not available, a similar program to achieve the same level of environmental
benefit, will also demonstrate the Citys commitment to green technology
constitutes benefits which outweigh the unavoidable adverse environmental
impacts to air quality. Each of the benefits, individually, constitutes a
sufficient basis for approving the Project notwithstanding the significant and
unavoidable impact on air quality which will result.
 Factual Basis for the Finding:
    
    As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo
dated February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five
existing buildings in Ontario into one building in the
City which will, in the short run, generate
approximately 600 construction jobs and over 1,050 new
jobs in the City in Phase 1 operation of the project
and, in the long run, the development of the Project
will generate approximately 2,000 new jobs in the City
associated with the Project, all of which will help
 
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adjust the unfavorable jobs/housing
balance which currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional
1,000 secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.
 D. NOISE
 Finding:
    
    Notwithstanding the significant unavoidable noise impacts discussed in subsection
IV.C.4. above, the development of otherwise unusable land, the creation of jobs by
the Project, the multiplier effect which will create secondary jobs to support the
Project and those who work in it, the demonstration that the City is eager to attract
new business opportunities and the fact that the Project will be LEED certified or,
if LEED certification is not available, a similar program to achieve the same level
of environmental benefit, will also demonstrate the Citys commitment to green
technology constitutes benefits which outweigh the unavoidable adverse noise impacts.
Each of the benefits, individually, constitutes a sufficient basis for approving the
Project notwithstanding the significant and unavoidable impact on noise which will
result.
 Factual Basis for the Finding:
    
    As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo dated
February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five existing
buildings in Ontario into one building in the City which
will, in the short run, generate approximately 600
construction jobs and over 1,050 new jobs in the City in
Phase 1 operation of the project and, in the long run, the development of the Project will generate
approximately 2,000 new jobs in the City associated with
the Project, all of which will help adjust the
unfavorable jobs/housing balance which
 
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currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional 1,000
secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.
 E. CLIMATE CHANGE AND GREENHOUSE GASES
 Finding:
    
    Notwithstanding the significant unavoidable climate change and greenhouse gases
impacts discussed in subsection IV.C.5. above, the development of otherwise unusable
land, the creation of jobs by the Project, the multiplier effect which will create
secondary jobs to support the-Project and those who work in it, the demonstration that
the City is eager to attract new business opportunities and the fact that the Project
will be LEED certified or, if LEED certification is not available, a similar program
to achieve the same level of environmental benefit, will also demonstrate the Citys
commitment to green technology constitutes benefits which outweigh the unavoidable
adverse impact on global climate change. Each of the benefits, individually,
constitutes a sufficient basis for approving the Project notwithstanding the
significant and unavoidable impact on climate change and greenhouse gases which will
result.
 Factual Basis for the Finding:
    
    As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo dated
February 12, 2008, Appendix O to the Final EIR, the
Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five existing
buildings in Ontario into one building in the City which
will, in the short run, generate approximately 600
construction jobs and over 1,050 new jobs in the City in
Phase 1 operation of the project and, in the long run,
the development of the Project will generate
approximately 2,000 new jobs in the City associated with
the Project, all of which will help adjust the
unfavorable jobs/housing balance which
 
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currently exists. Further, the construction of Phase 1 of the Project
will generate approximately 250 secondary jobs in the City while the operation of the
Project will, generate approximately 530 secondary jobs in the City and over
additional 1,000 secondary jobs in the County providing goods and services to the
Project and to those who work on the Project Site. Once in operation, the Project
will generate over $900,000 annually in net revenues to the City.
 
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Mitigation Monitoring Program
Highland Fairview Corporate Park Project
  
 City of Moreno Valley
  Michael Brandman Associates
 
  
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring
Program  12/23/2008
  CEQA Requirements
   Program Objectives
  
    
    To provide assurance and documentation that mitigation measures are implemented as planned;
    
    To collect analytical data to assist City administration in its determination of
the effectiveness of the adopted mitigation measures;
    
    To report periodically regarding project compliance with mitigation
measures, performance standards and/or other conditions; and
    
    To make available to the public, upon request, the City record of compliance with
project mitigation measures.
 Overview of the Project
 The project site and relevant off-site areas encompass a total of approximately 265.3
acres, development of the site includes approximately 2,420,000 square feet devoted to light
industrial logistics uses, and 200,000 square feet of commercial uses. The proposed project
includes a Tentative Parcel Map (TPM), a Change of Zone (CZ), a Plot Plan (PP), and a General Plan
Amendment (GPA). The Parcel Map would create parcels for two logistics buildings, two commercial
projects, and future SR-60 right-of-way. The parcel map would also establish the dedications for
required improvements. The Change of Zone would change 6.7 acres of Community Commercial to Light
Industrial. The Plot Plan would provide the site plan for the
logistics building. The GPA widens
the commercial area on the west, reduces the commercial area on the east, and
 Michael Brandman Associates
 
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring
Program  12/23/2008
  Organization of the Mitigation Monitoring Program
  
    
    Introduction Provides an overview of CEQAs monitoring and reporting
requirements, program objectives, the project for which the program has been
prepared, and the manner in which the mitigation monitoring program has been
organized.
    
    MMP Describes the City entities responsible for implementation of the
mitigation monitoring plan, the plan scope, procedures for monitoring and reporting,
public availability of documents, the process for making changes to the program, types
of mitigation measures, and the manner in which monitoring will be coordinated to ensure
implementation of mitigation measures.
    
    Mitigation Monitoring and Reporting Summary Outlines the impacts and mitigation
measures, responsible entities, and the timing for monitoring and reporting for each
mitigation measure included in the plan.
  Mitigation Monitoring Procedures
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program
 12/23/2008
 Reporting Procedures
   
    
    The City distributes reporting forms to the appropriate City Department (as
indicated on the Mitigation Monitoring and Reporting forms) or employs the offices
existing reporting process for verification of compliance.
    
    Responsible entities verify compliance by signing the monitoring and reporting
form and/or documenting compliance using their own internal procedures when
monitoring is triggered.
    
    Responsible entities provide the City with verification that monitoring has
been conducted and ensure, as applicable, that mitigation measures have been
implemented.
   Public Availability
  Program Changes
  Types of Mitigation Measures Being Monitored
  Michael Brandman Associates
 
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring
Program  12/23/2008
   
    
    Appropriate mitigation measures would be included in construction documents.
    
    Departments with reporting responsibilities would review the Final Environmental
Impact Report, which provides general background information on the reasons for including
specified mitigation measures.
    
    Problems or exceptions to compliance would be addressed by the City as appropriate.
    
    Periodic meetings may be held during project implementation to report on
compliance with mitigation measures.
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Mitigation Monitoring and Reporting Summary
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorAestheticsMM A-1.During project construction, the
construction site manager or supervisor shall
ensure that construction lighting shall be
limited to lighting within the work area and
light trespass shall be avoided though
directional lighting, shielding, and other
similar control measures.
    
    Construction
Supervisor
    
    City of Moreno
Valley Planning
Division
    
    During ConstructionMM A-2.Enhanced architectural and
landscaping treatment shall be utilized along
the building frontage with State Route (SR) 60
to minimize or soften views of long expanses
of the upper elevations of buildings. Examples
of alternative treatment measures may include,
but not be limited to the following:
    
    Applicant
    
    City of
Moreno Valley,
Planning Division
    
    Plot Plan
Review/Approval     Use of color; or     Texture variation; or     Roof line variation.Air QualityConstruction
MM AQ-1.Prior to construction of the project,
the project applicant shall comply with SCAQMD
Rule 403 by providing a Fugitive Dust Control
Plan that describes the application of best
management practices to control fugitive dust
during construction. Best management practices
shall include:     Application of water on
disturbed soils a
minimum of three times per day;
    
    Applicant
    
    City of
Moreno Valley
Public Works, Land
Development
Division, and the
South Coast Air
Quality Management
District
    
    Prior to Issuance
of Grading Permit     Covering haul vehicles;     Replanting disturbed areas as
soon as practical;     Restricting vehicle
speeds on unpaved roads to 15 mph;     Suspension of all grading
activities during
high wind
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitorspeeds in excess of 25 mph.     A Large Operation notification
shall be submitted to the SCAQMD prior to
construction.     Project applicant to designate a to
designate a person(s) to monitor the dust control
program and to
order increased watering, as necessary.     Post a sign with the telephone
number and person to
contact regarding dust complaints. The person shall
take corrective action within 24 hours.     Complete all roadways, driveways,
sidewalks, etc.
as soon as possible; building pads should be
developed as soon as possible after grading unless
seeding, polymer, water, landscaping, soil binders,
or similar means are applied within five working
days after grading completion to minimize fugitive
dust.     Street sweeping shall be accomplished
as needed to
remove soil transport to adjacent areas; sweeping
shall require use of equipment certified under
SCAQMD Rule 1186.1.MM AQ-2.The project applicant shall meet CARB
standards by assuring use of lowest emission
construction equipment reasonably available for use on
this project. The construction fleet average shall meet
or exceed Tier II level and the applicant shall provide
incentives in the bidding process in selecting
construction contractors that propose the lowest-
emission construction equipment(i.e., high pressure
injectors; smaller engine sizes; electric equipment;
gasoline powered equipment with catalytic converters;
and alternatively fueled construction equipment).
The applicant shall also provide incentives in the
bidding process in selecting grading and construction
contractors that propose the use of equipment using
Level III diesel particulate filters.
    
    Applicant, Construction
Supervisor
    
    City of Moreno
Valley, Public
Works, Land
Development
Division
    
    Prior to Construction 
During
Onsite/Offsite
Construction
(Provide
evidence that
this has been
certified at
occupancy)
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM AQ-3.During project construction,
construction equipment shall be properly maintained in
accordance
with manufacturers specifications; maintenance shall
include proper tuning and timing of engines. During
maintenance, precautions shall be taken to ensure that
fuel is not leaked onto the ground. Equipment
maintenance records and equipment design
specification data sheets shall be kept onsite during
construction and subject to inspection by the
SCAQMD.
    
    Construction Supervisor
    
    City of Moreno
Valley Planning
Division, Public
Works. Land
Development
Division, and the
South Coast Air
Quality Management
District
    
    Onsite/Offsite
ConstructionMM AQ-4.During project construction, the project
applicant shall require all contractors to turn off all
construction equipment and delivery vehicles when not
in use or prohibit idling in excess of five (5) minutes.
    
    Construction Supervisor
    
    City of Moreno
Valley, Building
and
Safety Division
    
    Onsite/Offsite
ConstructionMM AQ-5.Prior to issuance of a grading permit, the
project applicant shall provide a traffic control plan
to the City of Moreno Valley that will describe in
detail safe detours around the project construction site
with
temporary traffic control (e.g., flag person) during
construction-related truck hauling activities, as
required by the City. Construction activities that affect
traffic flow on the arterial system shall be minimized
by scheduling such activities to off-peak hours.
Construction truck travel shall be routed to minimize
travel on congested streets and near to sensitive
receptor areas. Construction traffic shall gain access to
the project site via Theodore Street and Eucalyptus
Avenue to the greatest extent possible to minimize
traffic and dust along Redlands Boulevard. The traffic
control plan is primarily intended as a safety measure
but also can minimize traffic congestion and delays
that increase idling and acceleration emissions. The
traffic control plan shall be prepared in accordance
with U.S. Department of Transportation Federal
Highways Administration Rule on Work Zone Safety
23 CFR 630 Subpart J, Developing and Implementing
    
    Applicant
    
    City of Moreno
Valley,
Transportation
Engineering
Division
    
    Prior to issuance
of a grading
permit
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorTraffic Management Plans for Work Zones.MM AQ-6.All paints shall be low
VOC paints and applied using
either high volume low-pressure
(HVLP) spray equipment or by hand
application. For a list of low VOC
paints, refer to the website
www.aqmd.gov/prdas/brochures/paintguide.html.
    
    Applicant, Construction
Supervisor
    
    City of Moreno
Valley,
Building and
Safety Division
    
    ConstructionMM AQ-7A.Construction Phases.Prior to
the issuance of grading permits, the
developer shall provide documentation to
the City of Moreno Valley indicating that
construction workers will be encouraged
to carpool to the greatest extent
practical, including providing
information on park and ride programs
available to workers. The project shall
also provide for lunch services onsite
during construction to minimize the need
for offsite vehicle trips. Workers shall
be informed in writing and a letter
placed on file at the City of Moreno
Valley documenting the efforts to
encourage carpooling.
    
    Applicant
    
    City of Moreno
Valley,
Planning
Division,
    
    Prior to
issuance
of grading
permits

ConstructionMM AQ-7B. Occupancy. Prior to the issuance of
occupancy permits, the project applicant
shall provide documentation to the City of
Moreno Valley indicating that tenant workers
will be encouraged to carpool to the
greatest extent practical including
providing information on park and ride
programs available to employees. Employees
shall be informed in writing and a letter
placed on file at the City of Moreno Valley
documenting the efforts to encourage
carpooling.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division
    
    Prior to
issuance
of Certificate of
OccupancyMM AQ-8.During project construction,
onsite electrical hook-ups shall be
provided for electric construction tools
including saws, drills and compressors,
to minimize the need for diesel powered
electric generators.
    
    Applicant, Construction
Supervisor
    
    City of Moreno
Valley,
Building and
Safety
Division
    
    Construction
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM AQ-9.During construction, rumble or
bumper scrips or similar best management practices
shall be provided where vehicles enter and exit the
construction site onto paved roads, or wash off
trucks or any equipment leaving the site with each
trip.
    
    Applicant,
Construction
Supervision
    
    City of Moreno
Valley, Public
Works Land
Development
Division
    
    ConstructionMM-AQ-10.Offsite construction improvements shall
be limited to an 8-hour day during daylight hours.
    
    Construction Supervisor
    
    City of Moreno
Valley Public Works
Land Development
Division
    
    Offsite ConstructionOperations 
MM AQ-11.All project entrances shall be posted with
signs which state:a)     Diesel trucks servicing the project
shall not idle for more than 3 minutes; and
b)     Telephone numbers of the building
facilities manager and the California Air Resources
Board to report violations.
    
    Applicant, Tenants
    
    City of Moreno
Valley, Planning
Division and
Building and Safety
Division
    
    Prior to issuance
of occupancy
permits/OperationMM AQ-12.Electricity shall be provided in the
loading dock areas for transportation refrigeration
units visiting the site, if any.
    
    Applicant, Tenants
    
    City of Moreno
Valley, Planning
Division and
Building and Safety
Division
    
    Prior to Issuance
of Certificate of
Occupancy/
Operation
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM AQ-13.A deed restricted area to the
south of the project property line, precluding the
establishment of sensitive receptors, is required.
The documents necessary to execute the deed
restriction shall be submitted to the City of
Moreno Valley prior to the issuance of a building
permit. Prior to the issuance of a Certificate of
Occupancy, the area depicted on Exhibit 5.3-1
Proposed Buffer Area from the southern property
line of the project between Redlands Boulevard and
Theodore Street shall be deed-restricted in a
manner acceptable to the City of Moreno Valley to
preclude the establishment of sensitive receptors
including residences, hospitals, convalescent
homes, day-care centers, and schools within this
area.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division
    
    Submittal of Deed
Restriction
Documents Prior to
Issuance of
Building Permits
Execution of Deed
Restrictions. Prior
to Issuance of
Certificate of
OccupancyMM AQ-14.Electrical hookups shall be provided for
transport refrigeration units within the
Commercial component (Phases II and III) to
eliminate the need for idling of diesel-powered
transport refrigeration units.
    
    Applicant, Tenants
    
    City of Moreno
Valley, Planning
Division and
Building and Safety
Division
    
    Plot Plan
Approval/Prior to
Occupancy PermitsMM AQ-15.The project applicant shall include in
all new lease documents the requirement that the
tenants shall utilize only trucks using
refrigeration units capable of utilizing
electrical hook-ups for deliveries to the tenant.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division
    
    Operation (Written
Documentation shall
be provided)MM AQ-16.The project applicant shall encourage its
tenants to do the following: have a compressed
workweek schedule for its employees; include
electric powered and/or compressed natural gas
fueled trucks and/or vehicles in fleets; require
or provide incentives to use California Air
Resources Board certified particulate filters that
meet level III requirements; use clean trucks,
such as 2007 or newer model year or 2010
compliant; use electric yard trucks; use trucks
with a SmartWay 1.25 rating; and electrify
auxiliary power units. The applicant shall provide
documentation of its efforts to the satisfaction
of the City.
    
    Applicant, Tenants
    
    City of Moreno
Valley, Planning
Division
    
    Operation
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM AQ-17.The project shall be designed
such that the check-in point for trucks is
inside the facility property to ensure that
there are no trucks queuing outside the
facility.
    
    Applicant
    
    City of
Moreno Valley,
Planning Division,
and Transportation
Engineering
Division
    
    Plot Plan Review/
ApprovalMM AQ-18.Food services shall be provided onsite.
    
    Applicant, Tenants
    
    City of Moreno
Valley, Planning
Division
    
    Onsite
Construction,
OperationMM AQ-19.Prior to the Issuance of Occupancy
Permits, written evidence shall be provided to
the Planning and Transportation Engineering
Divisions that the project applicant shall
include in all new lease documents the
requirement that the tenant shall provide
employees with incentives for carpooling or
impose a parking fee.
    
    Applicant, Tenant
    
    City of Moreno
Valley, Planning
Division and
Transportation
Engineering
Division
    
    Written Evidence of
Compliance Shall Be
Provided at
Occupancy/OperationMM AQ-20.The property owners association
shall maximize use of electrical equipment
for landscape maintenance.
    
    Applicant, Tenants
    
    City of Moreno
Valley, Planning
Division
    
    OperationMM AQ-21.Prior to the issuance of a
certificate of occupancy for Phase 3, traffic
signals, including interconnect hardware
installed, or paid for, in whole or in part,
by the project applicant shall be synchronized
by the applicant, to the satisfaction of the
City Engineer.
    
    City of Moreno
Valley
    
    City of Moreno
Valley,
Transportation
Engineering
Division
    
    Prior to
Certificate of
Occupancy For
Phase III.
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorBiological ResourcesMM BR-1.To avoid
impacts to nesting birds
covered under the MBTA,
vegetation removal
activities involving
established perennial
vegetation located in
the urban/developed
plant community shall be
avoided during avian
nesting season (February
15 through August 31).
If the nesting season
cannot be avoided, a
nesting bird survey
shall be provided no
more than thirty (30)
days prior to vegetation
removal activities. If
no active nests are
observed, construction
activity may proceed
with no further
monitoring. If active
nests are observed, a
biological monitor shall
be present during any
construction activity
within the vicinity of
the nest. Construction
activity may encroach
within the vicinity of
the nesting birds at the
discretion of the
biological monitor.
Construction activity
may proceed once the
nestlings have fledged
the nest.
    
    Applicant,
Consulting Biologist
    
    City of Moreno
Valley Planning
Division
    
    Prior to Issuance
of Grading PermitsMM BR-2.Prior to issuance
of a grading permit, the
applicant shall pay the
mandatory mitigation fee
for the SKRHCP. The
mitigation fee is a
per/acre fee based on the
entire property footprint
and is used to purchase
land that contains
occupied Stephens
kangaroo rat habitat for
the purpose of conserving
a large core population.
    
    Applicant
    
    City of Moreno
Valley Planning
Division
    
    Prior to Issuance
of a Grading Permit
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    

Finish Date
    
    Date
    
    MonitorMM BR-3.A pre-construction clearance survey for
burrowing owl shall be provided. The pre-construction
survey shall be conducted by a qualified biologist no
more than thirty (30) days prior to any grading or ground
disturbing activities.

If construction is to be initiated during the
breeding season (February 1 through August 31) and
burrowing owl is determined to occupy any portion of the
study area during the 30-day pre-construction survey,
consultation with the CDFG and USFWS shall take place and
no construction activity shall take place within 500 feet
of an active nest/burrow until it has been determined
that the nest/burrow is no longer active, and all
juveniles have fledged the nest/burrow. No disturbance to
active burrows shall occur without appropriate permitting
through the MBTA and/or CDFG.

If active burrowing owl burrows are detected
outside the breeding season (September through January),
or within the breeding season but owls are not nesting or
in the process of nesting, passive relocation may be
conducted following consultation with the CDFG and
USFWS. Construction activity may occur within 500 feet
of the active nests at the discretion of the biological
monitor.
    
    Applicant,
Consulting
Biologist
    
    City of
Moreno Valley
Planning
Division
    
    Prior to
Issuance of Grading
PermitsMM BR-4.Prior to issuance of a building permit, the
applicant shall pay the mandatory mitigation fee for the
MSHCP. The mitigation fee is a per unit fee based on
the residential development and a per square feet fee
based on commercial or industrial development. This will
satisfy mitigation required for Impact 5.4-5 and
5.4-6.
    
    Applicant
    
    City of
Moreno Valley
Planning
Division
    
    Prior to the
Issuance of a
Building
Permit
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    

Finish Date
    
    Date
    
    MonitorCultural Resources
MMCR-1. Prior to the issuance of a grading permit, a
City-approved Project Archaeologist shall be retained
to initiate and supervise cultural resource
mitigation- monitoring during project-related
earthmoving in all areas of the project, subject to
certain constraints found in MM CR-2.
    
    Applicant, Construction
Supervisor, Consulting
Archaeologist
    
    City of Moreno Valley,
Planning Division
    
    Prior to
Issuance ofa
Grading
Permit (Provide
document for
review prior to
issuance of a
Grading
Permit)MM CR-2. Project-related archaeological
monitoring shall include the following
constraints:
    
    Applicant, Consulting
Archaeologist, Construction
Supervisor
    
    City of Moreno Valley
Planning Division
    
    During
Grading1.   All
construction-related earthmoving
shall be monitored to a depth of ten (10)
feet below grade by the Project Archaeologist
or his/her designated representative;2.   Once 50 percent of the earth to
be moved
has been examined by the Project Archaeologist, the
Project Archaeologist may, at his or her
discretion, terminate monitoring if and only
if no buried cultural resources have been
detected;3.   If buried cultural resources
are detected
during monitoring, monitoring must continue
until 100 percent of virgin earth within the study
area has been disturbed and inspected by the
Project Archaeologist or his/her designated
representative.4.   Grading shall cease in the area of a
cultural artifact or potential cultural
artifact as delineated by the Project
Archaeologist or his/her designated representative.
Grading should continue in other areas of the site
while particular find are investigated;
and5.   If cultural artifacts are uncovered
during grading, they shall be examined by a
professional archaeologist subject to MM CR-3,
and decisions shall be made as to mitigation,
treatment and/or
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    

Finish Date
    
    Date
    
    Monitordisposition in consultation with the culturally affiliated 
Tribe(s), as determined by the City. A mitigation-monitoring report must accompany the artifacts.MM CR-3.Should buried prehistoric cultural resources be encountered during monitoring, the resources shall be evaluated for significance in consultation with the culturally affiliated Tribe(s), as determined by the City, following CEQA Guidelines prior to continuance of grading in the area.
    
    Applicant, Construction Supervisor, Consulting Archaeologist
    
    City of Moreno Valley Planning Division
    
    During GradingMMCR-4.The City of Moreno Valley shall designate culturally affiliated Tribe(s) to monitor the project. Qualified representatives of the Tribal Group(s) shall be granted access to the project site to monitor all activities monitored by the Project Archaeologist.
    
    City of Moreno Valley, Construction Supervisor
    
    City of Moreno Valley Planning Division
    
    Prior to Issuance of Grading PermitsMM CR-5.Prior to the issuance of a grading permit, a City-approved Project Paleontologist shall be retained to initiate and supervise paleontological mitigation-monitoring in all areas of the project, subject to certain constraints found below:
    
    Applicant, Construction Supervisor, Consulting Paleontologist
    
    City of Moreno Valley Planning Division, and Land Development Division of the Public Works Department
    
    Prior to Issuance of Grading Permits, During Grading1.    Once excavations reach ten (10) feet in depth, monitoring of excavation in areas identified as likely to contain paleontologic resources by a qualified paleontologic monitor or his/her representative must take place.2.    Paleontological monitors shall be equipped to salvage fossils as they are unearthed to avoid construction delays and to remove samples of sediments that are likely to contain the remains of small fossil invertebrates and vertebrates.3.    Monitors shall be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens, and,4.    Monitoring may be reduced if the potentially
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitorfossiliferous units described herein are not present, or, if present, are determined upon exposure and examination by qualified paleontologic personnel to have low potential to contain fossil resources.MM CR-6.Although considered unlikely, there is always the possibility that ground-disturbing activities may uncover previously unknown human remains. Should this occur, Section 7050.5 of the California Health and Safety Code applies, and the following procedures shall be followed.
    
    Applicant/Construction Supervisor
    
    City of Moreno Valley, Planning Division
    
    During GradingIn the event of an accidental discovery or recognition of any human remains, California Health & Safety Code 7050.5 and California Public Resource Code (PRC) Section 5097.98 must be followed. In this instance, once project-related earthmoving begins and if there is accidental discovery or recognition of any human remains, the following steps shall be taken:1 .    There shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until a determination as to disposition and treatment is made. The Riverside County Coroner shall be contacted to determine if the remains are Native American and if an investigation of the cause of death is
required. If the coroner determines the remains to be Native American, the coroner shall contact the NAHC within 24 hours to allow the NAHC to identify the person or persons it believes to be the most likely descendant (MLD) of the deceased Native American. The MLD may make recommendations and enter into consultation with the landowner, for means of
treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provided in PRC Section 5097.98.
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorGeology and SoilsThe project will be subject to the Citys Grading Ordinance
and all applicable California Building Codes.MM GEO-1. During excavation and grading activities a qualified
engineering geologist shall observe the in-grading excavation to
confirm the absence of any fault features within the building site.
If any currently unknown fault features are observed, such features
shall be evaluated by the geologist and, if determined necessary,
remediation measures or other measures as appropriate shall be
implemented to address such features in accordance with applicable
City and State requirements. The geologists record of observations
shall be summarized in a final report to be submitted to the City at
the conclusion of excavation/grading activities.
    
    Applicant, Consulting
Geologist
    
    City of Moreno
Valley, Planning
Division, Building
and Safety Division,
and Public Works Land
Development Division
    
    Onsite
Construction During
GradingHazards and Hazardous MaterialsMM
HH-1. The fire protection system shall be designed per
National Fire Protection Agency (NFPA) 13 to provide an Early
Suppression Fast Response (ESFR) sprinkler system protection.
Temperature rating of sprinkler heads to be per the Fire
Departments requirements.
    
    Applicant, Tenant
    
    City of Moreno
Valley Fire
Department, Building
and Safety Division
    
    Plan Check
Review/ApprovalMM HH-2. A complete on-site fire protection underground system
shall be provided per NFPA 24 and specific requirements of the local
authorities. This system shall include hydrants, sectional valves,
backflow prevention, and Fire Department connections.
    
    Applicant, Tenant
    
    City of Moreno
Valley Fire
Department, Building
and Safety
Division
    
    Plan Check
Review/Approval
 Michael Brandman Associates
 
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM HH-3. Riser assemblies shall include mechanical
alarm valves. System control valves shall either be
riser mounted with wall post extensions or exterior post
indicator valves as required by the local authority. All
required devices for central station alarm system
interface shall be provided.
    
    Applicant, Tenant
    
    City of Moreno
Valley Fire
Department,
Building and Safety
Division
    
    Plan Check
Review/ApprovalMM HH-4. System design, material, and installation
shall comply with NFPA 13 and the other previous NFPA
standards. It shall also comply with CBC and UFC
standards. Approvals will also be obtained from the
owners insurance authority.
    
    Applicant, Tenant
    
    City of
Moreno Valley Fire
Department,
Building and
Safety Division
    
    Plan Check
Review/ApprovalLand Use and PlanningMM LU-1. A deed restricted area to the south of the
project property line, precluding the establishment of
sensitive receptors, is required. The documents
necessary to execute the deed restriction shall be
submitted to the City of Moreno Valley prior to the
issuance of a building permit. Prior to the issuance of a
Certificate of Occupancy, the area depicted on Exhibit
5.3-1 Proposed Buffer Area from the southern property
line of the project between Redlands Boulevard and
Theodore Street shall be deed-restricted in a manner
acceptable to the City of Moreno Valley to preclude the
establishment of sensitive receptors including
residences, hospitals, convalescent homes, day-care
centers, and schools within this area. (MM AQ-13)
    
    Applicant
    
    City of
Moreno Valley
Planning
Division
    
    Submittal of Deed
Restriction
Documents Prior to
Issuance of
Building Permits
Execution of Deed
Restrictions Prior
to Issuance of
Certificate of
Occupancy
 Michael Brandman Associates
 
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorNoiseTemporary Impacts Due to Construction Noise
MM N-1.No Construction Vehicles on
Redlands Boulevard south of Future
Eucalyptus Avenue, Other than construction
vehicles necessary for identified offsite
improvements within Redlands Boulevard, no
construction vehicles shall be allowed in
the vicinity of any residences on Redlands
Boulevard south of existing Fir/future
Eucalyptus Avenue. The prohibition for
construction traffic shall apply to all
phases of the proposed project.
    
    Applicant,
Construction
Supervisor
    
    City of Moreno
Valley, Public
Works, Land
Development
Division
    
    ConstructionMM N-2. No Nighttime Grading within 1,200
Feet of Residences south of Future
Eucalyptus Avenue. City grading hours are
from 7 a.m. to 6 p.m., Monday through
Friday. No grading activities shall occur
at night (8 p.m. to 7 a.m.) within 1,200
feet from any noise-sensitive land uses
(i.e. occupied residences including yard
areas, schools, etc.) located south of
SR-60 (Exhibit 5.11-6 shows the current
location of occupied residences). Prior to
the issuance of a grading permit, the
project applicant shall submit a Noise
Reduction Compliance Plan (NRCP) to the
City as part of the grading permit
submittal showing the limits of nighttime
construction based on the location of
occupied residential dwellings and their
associated parcels, and other noise
sensitive uses. The limits of nighttime
grading shall be shown on the NRCP and
grading plan submitted to the City.

The limits of construction allowed at
night shall be staked or posted on site,
and contractors will be provided with a
copy of the plan showing the limits of
nighttime construction.

In the event any new residential units or
other noise sensitive land uses are built
and occupied in the
    
    Applicant,
Construction
Supervisor
    
    City of Moreno
Valley, Planning
Division and Public
Works Land
Development
Division
    
    Prior to Issuance
of a Grading
Permit,
Pre-Construction
and During
Construction
 Michael Brandman Associates
 
 
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##### 



City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitorvicinity of the project
site prior to completion of
Phase 1 construction,
nighttime construction and
grading activities shall be
prohibited within 1,200
feet of such residences.
Compliance shall be
demonstrated through a
modification of the NRCP.

With the implementation of
this mitigation measure, the
loudest noise level that would
be experienced at any
developed residential parcel
would be less than 55 dBA
(Leq) during the nighttime,
and this level would be
consistent with the limits
established in the Citys
Noise Ordinance. Compliance
with these standards during
Phase 1 construction of the
project should be assured
through the Noise Reduction
Compliance Plan (NRCP) and
periodic monitoring of noise
levels at developed
residential parcels within
1,200 feet of the project
site.
 Michael Brandman Associates
 
 96




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##### 



City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM N-3.Daytime
Construction Noise.
City grading hours
are from 7 a.m. to 6
p.m., Monday through
Friday. If project
site grading
activities must occur
within 560 feet of
noise-sensitive land
uses during the
daytime (7 a.m. to 8
p.m.), then temporary
sound barriers of
sufficient height and
density to reduce
daytime noise levels
to 60 dBA (Leq) or
less shall be placed
between the grading
activities and the
noise-sensitive land
uses. Prior to the
issuance of a grading
permit, the developer
shall submit a NRCP
to the City as part
of the grading permit
submittal showing the
limits of daytime
construction based on
the 560 foot setback
in relation to the
location of occupied
residential dwellings
and their associated
parcels and other
noises sensitive
uses.

In the event any new
residential units or
other noise sensitive
land uses are built
and occupied in the
vicinity of the
project site prior to
completion of Phase 1
construction, the NRCP
shall be modified to
show a the revised new
560 foot setback for
day time construction
and grading activities
in relation to the new
residences.

With the
implementation of this
mitigation measure the
loudest noise level
that would be
experienced at any
developed residential
parcel would be less
than 60 dBA (Leq)
during the daytime,
and these levels would
be consistent with the
limits established in
the Citys Noise
Ordinance. Compliance
with these standards
during Phase 1
construction of the
project should be
assured through the
NRCP and periodic
monitoring of noise
levels at developed
residential parcels
within 560 feet of the
project site. This
mitigation measure
does not apply to
off-site construction.
    
    Applicant,
Construction
Supervisor
    
    City of Moreno
Valley, Planning
Division and Public
Works Land
Development
Division
    
    Prior to Issuance
of a Grading
Permit,
Pre-Construction
and Construction
 Michael Brandman Associates
 
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM
N-4. Require Equipment Maintenance. All
construction equipment shall be maintained
in good working order and fitted with the
appropriate silencers, mufflers or acoustic
covers where applicable.
    
    Applicant,
Construction
Supervisor
    
    City of Moreno
Valley, Planning
Division, Building
and Safety Division
    
    During ConstructionMM N-5. Locate Material Stockpiles 1,200
Feet from Residences south of the Freeway.
Material stockpiles shall be located at
least 1,200 feet from residences south of
future Eucalyptus Avenue along Theodore
Street and Redlands Boulevard. Remotely
locating the stockpiles reduces the noise
at the residences from equipment traveling
to and from the stockpiles and the noise
that is sometimes associated with bandling
of material.
    
    Applicant,
Construction
Supervisor
    
    City of Moreno
Valley, Public
Works, Land
Development
Division, and the
Building and Safety
Division
    
    Pre-Construction
and ConstructionTransportation and TrafficMM TT-1. Prior to issuance of Certificate of
Occupancy for Phase 1. turn lanes shall be
improved along Theodore Street at SR-60 and
at Eucalyptus Avenue: In addition, minor
pavement shall be added to the Eastbound
and West bound State Route 60 Freeway ramp
intersections with Theodore Street to
accommodate truck turning movements. These
proposed improvements should enhance safety
and improve mobility between the freeway
and Eucalyptus Avenue.
    
    Applicant
    
    City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division
    
    Prior to Issuance
of Certificate of
Occupancy for Phase 1MM TT-2. Concurrent with the submittal of
the plot plan for Phase 3 of the proposed
project, the project applicant shall submit
a supplemental traffic study assessing the
projects contribution to the traffic
impacts at the Redlands Boulevard
intersection with SR-60 ramps, as well as
Theodore Street at SR-60. Approval of the
supplemental traffic study must occur prior
to the approval of entitlements for the
Phase 3 Plot Plan. The project applicant
shall contribute to the costs of the
interim intersection improvements required
to provide adequate capacity for all phases
of the
    
    Applicant
    
    City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division
    
    Phase 3 Plot Plan
Review, Prior to
Issuance of
Building Permits
for Phase 3
 Michael Brandman Associates
 
 
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitorproject. Said contribution shall be
on a fair-share basis considering
the buildout of adjacent areas.
Payment of such costs shall be
provided prior to the issuance of
a building permit for Phase 3. If
the timing of Phase 3 of the
project precedes the planned
interim improvements, the project
shall be required to construct
interim improvements needed to
provide-adequate capacity to serve
the project.MM TT-3. The project
applicant shall construct the
easterly leg of the intersection
located at Redlands Boulevard and
Eucalyptus Avenue at the ultimate
design required to provide
adequate capacity for all phases
of the project and buildout of the
adjacent areas. The design
tentatively consists of a
dedicated westbound left turn
lane, two westbound through lanes
and a dedicated westbound right
turn lane. Final geometrics shall
be determined after receiving the
supplemental traffic study
identified in MM TT 2.
Construction of required
improvements shall be completed
prior to the issuance of occupancy
permits for Phase 3 of the
project.
    
    Applicant
    
    City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division
    
    Phase 3, Prior to
Issuance of
Occupancy PermitsMM TT(C)-1. Prior to issuance of
certificate of occupancy for Phase
1 of the project, turn lanes shall
be provided along Theodore Street
at SR-60 and at Eucalyptus Avenue.
In addition, minor pavement shall
be added to the Eastbound and West
bound State Route 60 Freeway ramp
intersections with Theodore Street
to accommodate truck turning
movements These proposed
improvements should enhance safety
and improve mobility between the
freeway and Eucalyptus Avenue.
    
    Applicant, City of
Moreno Valley
    
    City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division, Riverside
County
Transportation
Department
    
    Prior to Issuance
of Certificate of
Occupancy for Phase 1MM TT(C)-2. The short-range
analysis shows project impacts at
the Redlands Boulevard interchange
and at the Redlands
Boulevard/Eucalyptus Avenue
intersection. At the interchange,
improvements are planned and the
project shall participate on a
fair share
    
    Applicant, City of
Moreno Valley
    
    City of Moreno
Valley, Public
Works,
Transportation
Engineering
    
    Phase 3 Plot Plan
Review (or As
Determined By MM
TT-2)
 Michael Brandman Associates
 
 
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##### 



City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitorbasis if private funding is
needed. If the timing of
Phase 3 of the project
precedes the planned
interchange improvements,
the project shall contribute
to interim improvement to
provide adequate capacity
until the ultimate
improvements are completed.
These interim improvements
include additions of left
and right turn lanes at
Redlands Boulevard, SR 60
Ramps, and Eucalyptus
Avenue. The interim
improvements would be the
shared responsibility of the
proposed project and
cumulative projects. Fair
share participation and/or
contribution to interim
improvements, as applicable,
shall be required prior to
the issuance of a building
permit for Phase 3 of the
project.
    
    
    
    Division, Riverside
County
Transportation
DepartmentMM TT(C)-3.At the time of
the submittal of the plot
plan for Phase 3 of the
proposed project, the
applicant shall submit a
supplemental traffic study
assessing the projects
contribution to the impacts
at the Redlands Boulevard
intersection with SR-60
ramps, as well as Theodore
Street at SR-60. The
developer shall contribute
to the costs on a fair share
basis of the intersection
improvements required to
provide adequate capacity
for all phases of the
project and buildout of the
adjacent areas. If the
timing of Phase 3 of the
project precedes the planned
improvements, the project
shall be required to
construct interim
improvements to provide
adequate capacity until the
ultimate improvements are
completed.
    
    Applicant, City of
Moreno Valley
    
    City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division, Riverside
County
Transportation
Department
    
    Phase 3 Plot Plan
Review (or As
Determined By MM
TT-2)Utilities and Service SystemsMM W-l. Prior to issuance
of a Precise Grading Permit,
Planting and Irrigation
Plans shall be submitted for
review and prior to the
issuance of a building
permit, approved by the
City. Such plans shall
contain the following
components:
    
    Applicant
    
    City of Moreno
Valley Planning
Division
    
    Plan Check
Review/Prior to
Issuance of
Building Permit   The plans
shall incorporate water
conservation principles as
detailed in the Moreno Valley
 Michael Brandman Associates
 
 100




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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMunicipal Code § 9. 17.030 Landscape
and irrigation design standards.     Plant types shall be grouped together
according to their water, soil, sun and
shade requirements and in relationship to
the buildings. Plants with different water
needs shall be irrigated separately.     Plans shall be designed in accordance
with soil tests to determine appropriate
specifications of soil amendments and to
facilitate selection of water- efficient
plant species suitable for the site. Soil
amendments such as compost-shall be
provided to improve water-holding
capacity of soil, where soil conditions
warrant.    All exposed surfaces of
non-turf areas within the developed
landscape area shall be mulched with a
minimum three inch (3) layer of material,
except in areas with groundcover planted
from flats where mulch depth shall be
one and one half inches (1.5).     Turf areas shall be limited to public
gathering areas and used in
compliance with City approved water
budget formula(s) and specifications.     All irrigation systems shall be designed
to prevent runoff, over-spray, low
head drainage (occurs where sprinkler
systems are installed in sloped areas) and
other similar conditions where water
flows offsite on to adjacent property,
non-irrigated areas, walk, roadways, or
structures. Irrigation systems shall be
designed, constructed, managed, and
maintained to achieve as high an
overall efficiency as possible.     Landscaped areas shall be provided with
a) smart irrigation controllers which
automatically adjusts the frequency
and/or duration of irrigation events in
response to changing weather conditions; b)
rain- sensing devices to prevent
irrigation during rainy weather; c)
anti-drain check valves installed at
strategic points to minimize or prevent
low-head drainage; and d) pressure
regulators when the static water pressure
exceeds the maximum recommended
 Michael Brandman Associates
 
 
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitoroperating pressure of the irrigation
system.   The
planting areas shall be grouped in relation to
moisture control zones based on similarity of
water requirements (i.e., turf separate from shrub
and groundcover, full sun exposure areas separate
from shade areas; top of slope separate from toe
of slope).Global Climate Change and
Greenhouse GasesMM GCC-1.The project shall be designed to meet
applicable 2008 Title 24 energy efficiency
requirements, or any more stringent requirements that
may be adopted prior to the issuance of building
permits for the project.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division, Building
and Safety Division
    
    Plan Check
Review/Prior to
Issuance of
Building PermitsMM GCC-2.All buildings shall be designed with coo!
roofs using products certified by the Cool Roof
Rating Council, and exposed roof surfaces shall use
cool paints.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division, Building
and Safety Division
    
    Plan Check
Review/Prior to
Issuance of
Building PermitsMM GCC-3. The project shall install a photovoltaic
array (solar panels) or other source of renewable
energy generation on-site, or otherwise acquire
energy from the local utility that has been generated
by renewable sources, to meet the projects Phase 1
office electricity needs.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division, Building
and Safety Division
    
    Prior to
Certificate of
Occupancy/Phase 1
Office OccupancyMM GCC-4. The design and operation of the project
shall use ENERGY STAR-qualified energy efficient
products for heating and cooling systems, and for
built-in appliances and lighting.
    
    Applicant
    
    City of Moreno
Valley, Planning
Division, Building
and Safety Division
    
    Plan Check
Review/Prior to
Issuance of
Building PermitsMM GCC-5. To reduce vehicle miles traveled and
emissions associated with trucks and vehicles, the
following measures shall be implemented to the
satisfaction of the Community Development Director,
Public Works Director, Building Official and
Transportation Division Manager:
a) Onsite secure, weather-protected bicycle storage
    
    Applicant
    
    City of Moreno
Valley Planning
Division, Building
and Safety
Division, Public
Works,
Transportation
Engineering
Division
    
    Prior to
Certificate of
Occupancy,
Operation
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    Monitorparking
shall be provided. Onsite
showers
(one for males and one for
females) and lockers for
employees shall be provided in each
building. Onsite convenient
bicycle parking shall be provided
for retail customers.b)    Any traffic lights installed as
part
of this project shall use Light
Emitting Diodes.c)    Pedestrian and bicycle connections
shall be provided to surrounding areas
consistent with the Existing General Plan.d)    A Transportation Management
Association (TMA) shall be
established for the project by the
applicant. The TMA shall coordinate its
efforts with other TMAs in the
City and encourage and coordinate
carpooling by occupants of the project.
The TMA shall advertise its services
to the building occupants. The TMA
shall offer transit or other
incentives to the employees to reduce
greenhouse gas emissions. A shuttle
shall be provided during any one
hour period where the number of
employees using public transit exceeds 20
during the period. The TMA shall
distribute public transportation
information to its employees. The
TMA shall provide electronic message board
space for coordinating rides.
Within two months after project
completion, the TMA shall submit a plan to
the City that outlines the measures the
TMA has implemented and contact
information.e)    There shall be preferential
parking
for carpools; vanpools, and
alternatively fueled vehicles.MM
GCC-6.The project shall provide a
minimum of two electric vehicle-charging
stations.
    
    Applicant
    
    City of Moreno
Valley Planning
Division and
Building and Safety
Division
    
    Prior to
Certificate of
Occupancy
 Michael Brandman Associates
 
 
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City of Moreno Valley  Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM GCC-7.During onsite construction
phases of mass grading, fine grading,
and building (excluding asphalt paving,
trenching, and offsite improvements),
off-road construction equipment shall
use biodiesel fuel (a minimum of B20, or
20 percent of biodiesel).  Construction
equipment exempt from this measure
include those with warranties that would
be yoided if B20 biodiesel fuel is used.
Prior to issuance of grading permits,
the applicant shall provide
documentation to the City that verifies
that certain equipment are exempt; that
a biodiesel supply has been secured; and
that the construction contractor is
aware that the use of biodiesel is
required.
    
    Applicant,
Construction
Supervisor
    
    City of Moreno
Valley Public
Works, Land
Development
Division
    
    Prior to Issuance
of Grading Permits

During ConstructionMM GCC-8.Prior to issuance of a grading
permit, the project shall have in place a
City-approved Solid Waste Diversion and
Recycling Plan that demonstrates the
diversion and recycling of all
salvageable and re-useable wood, metal,
plastic and paper products used during
project construction. A similar Plan
shall be in place prior to occupancy that
demonstrates the diversion and recycling
of all wood, metal, plastic and paper
products during on-going operation of the
warehouse and office portions of the
project. The Plans shall include the name
of the waste hauler, their assumed
destination for all waste and recycled
materials, and the procedures that will
be followed to ensure implementation of
this measure.
    
    Applicant
    
    City of Moreno
Valley Planning
Division and Public
Works and
Development
Division
    
    Prior to Issuance
of Grading Permit
Prior to

Certificate of
Occupancy
 Michael Brandman Associates
 
 
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City of Moreno Valley 
Highland Fairview Corporate Park
    
    Mitigation Monitoring Program  12/23/2008
 Verification of
    
    
    
    
    
    Finish
    
    MonitoringMitigation Measure
    
    Responsible Party
    
    Compliance
    
    Timing
    
    Start Date
    
    Date
    
    Date
    
    MonitorMM GCC-9.The project shall be
certifiable under Leadership in Energy
and Environmental Design (LEED). The
project shall obtain the following
credits from the LEED for New
Construction & Major Renovations,
version 2.2 (or equivalent): Sustainable
Sites Credit 7.1: Heat Island Effect,
Non-Roof; LEED Energy & Atmosphere
Credit 1, Optimize Energy Performance,
in part through installing skylights and
utilizing energy efficient lighting.
Demonstration of certifiability shall be
provided to the satisfaction of the
City, prior to the issuance of building
permits.
    
    Applicant
    
    City of Moreno
Valley Planning
Division and
Building and Safety
Division
    
    Submit Prior to
Building PermitsMM GCC-10.The project shall be designed
to accommodate trucks utilizing
SmartWay Truck Efficiency emission
reduction-features. Trailer tails
(extenders) are incompatible with
loading docks and are exempt from this
measure.
    
    Applicant
    
    City of Moreno
Valley Planning
Division
    
    Prior to Issuance
of Building
Permits/Prior to
Construction
(Provide
Documentation)MM GCC-11.Every truck that enters the
site with a gross vehicle weight rating
over 10,000 pounds shall have an Engine
Certification Label. If it does not have
the label, it shall be prohibited from
entering the project site.
    
    Applicant, Tenant
    
    City of Moreno
Valley, Planning
Division
    
    Operation
 Michael Brandman Associates
 
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NOTICE IS HEREBY GIVEN
 NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED
 A.
    
    This City Council hereby specifically finds that all of
the facts set forth above in this Resolution are true and correct.B.
    
    Based upon substantial evidence presented to this City Council
during the above-referenced meetings on February 3, 2009 and
February 10, 2009, including written and oral staff reports, and the
record from the public hearing, this City Council hereby specifically
finds as follows:
 1.
    
    Conformance with General Plan Policies  The proposed use
is consistent with the General Plan, and its goals, objectives, policies
and programs.FACT:The applicant has proposed Tentative Parcel Map No. 35629 to
subdivide a 158-acre site into four (4) separate buildable parcels and
two primary parcels dedicated for freeway improvement purposes
(thirteen parcels overall to include lettered lots for public access
and dedication purposes.) for industrial and
commercial/retail development. The map would be consistent with a
proposed General Pan amendment to eliminate a General Plan designated
multi-use trail (Sinclair extension) through the center of the property.
 
 2




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move and extend the proposed General Plan trail along future Eucalyptus Avenue (Fir
Avenue) from the south side of the street to the north side of the
street from Quincy Street to Theodore Street, modify the General Plan circulation
plan to change the designation of future Eucalyptus Avenue (Fir), from an arterial
to a divided arterial, and the adjustment of small portions of the land between
proposed Parcels 2 and 3 (an enlargement of 93 feet in width in the CC land use
district and decrease of the BP or Business Park land use designation) and Parcels 1
and 4 (a reduction of 126 feet in width of the CC land use district to BP or
Business Park). The change in land use designation for these small portions of land
will not cause an inconsistency of land use.2.
    
    The site of the proposed land division is physically suitable for
the type of development and proposed density of development.FACT:The proposed subdivision has been designed in accordance with the City
Zoning Ordinance and the State Subdivision Map Act. The proposed subdivision of-vacant
land complies with the Specific Plan and Map Act in that all lots meet the minimum
buildable size, all lots upon which development will take place will provide access to and
from dedicated public streets and all lots conform to development standards
within the Municipal Code.3.
    
    Health, Safety and Welfare  The proposed use will not be
detrimental to the public health, safety or welfare or materially
injurious to properties or improvements in the vicinity.FACT:An Environmental Impact report (EIR) has been prepared for the overall
project, including the proposed Change of Zone and General Plan amendment. Findings and a
Statement of Overriding Considerations has been prepared for said project to deal with
impacts related to aesthetics, agriculture, air quality, and noise as well as climate
change and greenhouse gas emissions. Said EIR is required to be certified and approved as
a part of the proposed project. Said EIR will also be accompanied by a Mitigation
Monitoring Program, which will ensure the completion of required mitigation
measures for the project. The project site is surrounded by Highway 60 to the north, and
primarily vacant residential property to the south east and west.
 
 3




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Specific mitigation measures have been Provided to lessen the impacts
(but not all below significant levels) for public health, safety and
the welfare of surrounding properties and improvements in the vicinity
of the project. This includes, but is not limited to the limitation of
project lighting and glare, and enhanced architectural and
landscaping treatment to soften views and reduce visual character as
well as light and glare to less than significant levels for
aesthetics. Air quality mitigation measures include a fugitive dust
control plan with application of best management practices to control
fugitive dust during construction, emission control equipment with a
minimum of Tier II diesel particulate filter emission controls
resulting in a minimum reduction in 50 percent in particulate
matter, proper maintenance of construction equipment, a traffic control
plan to minimize operational truck traffic and dust during
construction, as well as low VOC paints, and other best management
practices. Noise mitigation measures include the restriction of
construction vehicles on Redlands Boulevard, south of future Eucalyptus
Avenue, the restriction of nighttime grading within 1,200 feet of
residences south of future Eucalyptus Avenue, specific sound barriers
in place to limit daytime construction noise, equipment
maintenance to include silencers, mufflers and acoustic covers,
and the restriction of material stockpiles within 1,200 feet of all
residences south of Highway 60. It is also important to note that
an approximate 440 foot land use buffer is included as a land
use mitigation measure to buffer or minimize environmental impacts of
the project from future sensitive receptors which could be Constructed
south of the site. Other mitigation throughout the EIR document
reduces the remaining environmental impacts noted in the document to
less than significant levels.With the above mitigation measures imposed for items
including noise, air quality, climate change/greenhouse
gases, aesthetics and agricultural impacts, any environmental impacts from
the proposed project and use will be significantly
reduced but are still considered as significant and unavoidable,
thereby requiring a statement of overriding considerations. Said mitigation measures included with the
Project will lessen environmental impacts on any existing or
future properties within the general vicinity of the proposed
development and project and reduce impacts to public health,
safety and welfare.
 
 4




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4.
    
    The design of the proposed land division or type of
improvements will not conflict with easements, acquired by
the public at large, for access through, or use of, property
within the proposed land division.FACT:There are no conflicts with easements on the subject
site. The City Engineer has appropriately placed conditions of
approval for Tentative Parcel Map No. 35629 regarding
various project improvements.5.
    
    The design of the proposed land division or the type of
improvements is not likely to cause substantial environmental
damage or substantially and unavoidably injure fish or wildlife
or their habitat or cause serious health problems.FACT:Pursuant to the California Environmental Quality Act (CEQA) guidelines, An
Environmental Impact Report (EIR) has been prepared for the
overall project, including
the proposed Change of Zone and General Plan amendment. Findings and a Statement of
Overriding Considerations has been prepared for said project to deal with impacts
related to aesthetics, agriculture, air quality, noise as well as climate change and
greenhouse gas emissions. Said EIR is required to be certified and approved as a part
of the proposed project. Said document will also be accompanied by a Mitigation
Monitoring Program, which will ensure the completion of required mitigation measures
for the project. The project site is surrounded by Highway 60 to the north, and
primarily vacant residential property to the south east and west.With mitigation measures imposed for noise, air quality, climate, aesthetics and
agricultural and traffic impacts, impacts from the proposed project and use
will be significantly reduced but still considered as significant and unavoidable,
thereby requiring a statement of overriding considerations and not mitigated to less than
significant Levels. Said mitigation measures included with the project will lessen
environmental impacts on any existing or future properties within the general vicinity of
the proposed development and project andreduce impacts to public health, safety and
welfare.6.
    
    The effect of the proposed housing needs of the region were
considered and balanced against the public service needs of
the residents of Moreno Valley and available fiscal and
environmental resources.
 
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FACT:The proposed map meets the intent of the General Plan if the
proposed general plan amendment (PA08-0089) is approved. The map will
provide for a variety of industrial and commercial/retail land uses,
supporting the economic base of the City. Proximity to existing residential
and commercial land use allows for contiguous development and
infrastructure. The project does not exceed the planned density or the
associated public service demand as envisioned by the Moreno Valley
General Plan. The Project does not exceed a threshold, which would create
potential significant impacts to fiscal resources. The project will
supplement the Citys fiscal resources by paying applicable impact fees for
public facilities. Additionally, future development within the four
buildable parcels will pay Community Services District fees, property
tax, sales tax, utility tax and other taxes and fees that will be used
to provide landscape maintenance as well as police, fire and other public
services.7.
    
    The design of the land division provides, to the
extent feasible, for future passive or natural heating and cooling
opportunities in the subdivision.FACT:The size, configuration and orientation of the lots in this land
division allow solar access for passive heating and opportunities for
placement of shade trees and other vegetation for Cooling.8.
    
    The project conforms with any applicable provisions of the
Citys redevelopment plan.FACT:The proposed project site is not located in a redevelopment area.
 C.
    
    FEES, DEDICATIONS, RESERVATIONS, AND OTHER EXACTIONS
 1.
    
    FEES
 are
 
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2.
    
    DEDICATIONS, RESERVATIONS, AND OTHER EXACTIONS
  3.
    
    The City expressly reserves the right to
establish, modify or adjust any fee, dedication, reservation or other exaction to the
extent permitted and as authorized by law.
   BE IT FURTHER RESOLVED HEREBY APPROVES APPROVING
 
 7




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##### 



th
 /s/ Richard A. StewartMayor
 ATTEST:/s/ [ILLEGIBLE]City Clerk(SEAL)APPROVED AS TO FORM:/s/ Robert D. HerrickCity Attorney
 
 8




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RESOLUTION JURAT
 STATE OF CALIFORNIA
    
    
    )COUNTY OF RIVERSIDE
    
    )
    ss.CITY OF MORENO VALLEY
    
    
    )
  AYES:
    
    Council Members Batey,
Hastings, Molina, Mayor Pro Tem Flickinger and Mayor StewartNOES:
    
    NoneABSENT:
    
    NoneABSTAIN:
    
    None/s/ [ILLEGIBLE]CITY CLERK(SEAL)
 
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CITY OF MORENO VALLEY
FINAL CONDITIONS OF APPROVAL
FOR
TENTATIVE PARCEL MAP No. 35629
Case No: PA07-0090 - To include P08-057 (Phasing Plan)
A.P.N.: 488-350-001 through 002 and 488-360-001 through 012.
 Approval
Date:
    
    February 10, 2009Expiration Date:
    
    February 10, 2112
 The following conditions are attached for the following departments:
 þ
    
    Planning (P), including School District (S), Post Office (PO), Building (B)þ
    
    Fire Prevention Bureau (F)þ
    
    Public Works, Land Development (LD)þ
    
    Public Works, Special Districts (SD)þ
    
    Public Works  Transportation (TE)þ
    
    Parks & Community Services (PCS)þ
    
    Police (PD)þ
    
    Moreno Valley Utilitieso
    
    Other (Specify or Delete)
 Note: All Special conditions are in bold lettering.
 COMMUNITY DEVELOPMENT DEPARTMENT
 Planning Division
 GENERAL CONDITIONS
 P1.
    
    This approval shall comply with all applicable requirements of the City of Moreno Valley Municipal Code. (Advisory)
 
 Timing Mechanisms
for Conditions (see abbreviation at beginning of affected condition):R  Map Recordation
    
    GP  Grading Permits
    
    CO  Certificate of Occupancy or building finalWP  Water Improvement Plans
    
    BP  Building Permits
    
    P Any permitGoverning Document
(see abbreviation at the end of the affected condition):GP  General Plan
    
    MC  Municipal Code
    
    CEQA  California Environmental Quality ActOrd  Ordinance
    
    DG  Design Guidelines
    
    Ldscp  Landscape Development Guidelines and SpecsRes  Resolution
    
    UFC  Uniform Fire Code
    
    UBC  Uniform Building CodeSBM  Subdivision Map Act
 
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PLANNING DIVISION  CONDITIONS OF APPROVAL
 PAGE 11
 P2.
    
    This tentative map shall expire three years after the approval date of this tentative map
unless extended as provided by the City of Moreno Valley Municipal Code; otherwise it shall
become null and void and of no effect whatsoever in the event the applicant or any successor
in interest fails to properly file a final map before the date of expiration. (MC 9.02.230,
9.14.050, 080) (Advisory)P3.
    
    The site shall be developed in accordance with the approved tentative map on file in the
Community Development Department -Planning Division, the Municipal Code regulations, General
Plan, and the conditions contained herein. (MC 9.14.020) (Advisory)P4.
    
    A drought tolerant, low water using landscape palette shall be utilized throughout the site.P5.
    
    All undeveloped portions of the site shall be maintained in a manner that provides for the
control of weeds, erosion and dust. (MC 9.02.030) (Advisory)P6.
    
    All landscaped areas shall be maintained in a healthy and thriving condition, free from
weeds, trash and debris. (MC 9.02.030) (Advisory)P7.
    
    All site plans, grading plans, landscape and irrigation plans, and street improvement plans
shall be coordinated for consistency with this approval. (Advisory)PRIOR TO GRADINGP8.
    
    (GP) Prior to approval of any grading permit, the developer shall submit a tree plan to the
Planning Division for review and approval. The plan shall identify all mature trees (4 inch
trunk diameter or larger) on the subject property and City right-of-way. Using the grading
plan as a base, the plan shall indicate trees to be relocated, retained, and removed.
Replacement trees shall be: shown on the landscape/irrigtion plan; be a minimum size of 24
inch box; and meet a ratio of three replacement trees for each mature tree removed or as
approved by the Community Development Director or designee. (GP Objective 4.4, 4.5, DG)P9.
    
    (GP) Prior to issuance of grading permits, the developer shall pay the applicable Stephens
Kangaroo Rat (SKR) Habitat Conservation Plan mitigation fee. (Ord) (Advisory)
 
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PLANNING DIVISION  CONDITIONS OF APPROVAL
 PAGE 12
 P10.
    
    (GP) Prior to the issuance of grading permits, final erosion control landscape and
irrigation plans for all cut or fill slopes over 3 feet in height shall be submitted to the
Planning Division for review and approval for the phase in process. The plans shall be
designed in accordance with the slope erosion plan as required by the City Engineer for that
phase. Man-made slopes greater than 10 feet in height shall be land formed to conform to
the natural terrain and shall be landscaped and stabilized to minimize visual scarring. (GP
Objective 1.5, MC 9.08.080, DG) (Advisory)P11.
    
    Prior to approval of a precise grading plan, landscape and irrigation plans shall be
submitted to the Planning Division for review. The plans shall be prepared in accordance with
the Citys Municipal Code and landscape specifications, and include required street trees.
(Advisory)P12.
    
    ( (GP) If potential historic, archaeological, or paleontological resources are uncovered
during excavation or construction activities at the project site, work in the affected area
will cease immediately and a qualified person (meeting the Secretary of the Interiors
standards (36CFR61)) shall be consulted by the applicant to evaluate the find, and as
appropriate recommend alternative measures to avoid, minimize or mitigate negative effects on
the historic, prehistoric, or paleontological resource. Determinations and recommendations by
the consultant shall be implemented as deemed appropriate by the Community Development
Director, in consultation with the State Historic Preservation Officer (SHPO) and any and all
affected Native American Tribes before any further work commences in the affected area.
(Advisory)If human remains are discovered, work in the affected area shall cease immediately and the
County Coroner shall be notified. If it is determined that the remains are potentially
Native American, the California Native American Heritage Commission and any and all affected
Native American Indians tribes such as the Morongo Band of Mission Indians or the Pechanga
Band of Luiseno Indians shall be notified and appropriate measures provided by State law
shall be implemented. (GP Objective 23.3, DG, CEOA).P13.
    
    (GP) Prior to the issuance of grading permits, a pre-construction Burrowing Owl survey shall
be completed with written documentation provided to the Planning Division. The survey shall be
completed in accordance with the Burrowing Owl Survey Instructions for the Western Riverside
Multiple Species Habitat Conservation Area.
 
 12




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##### 



PLANNING DIVISION  CONDITIONS OF APPROVAL
 PAGE 13
 P14.
    
    (GP) Prior to issuance of grading permits, the developer shall submit final landscape and
irrigation plans within the State Highway 60 right-of-way adjacent to the project site
consistent with the State Highway 60 Corridor Design Manual. The plans shall be submitted to
the Planning Division for review and approval. (MC 9.14.100)P15.
    
    A qualified archaeologist and or tribal monitors from any affected Native American Indian
tribes shall be present during grading to evaluate and recommend appropriate actions for any
archaeological deposits exposed by construction activity. The monitoring archaeologist shall
be empowered to halt grading in the vicinity of an exposed archaeological deposit until that
deposit can be fully evaluated. The consultant (i.e. archaeologist) shall consult with any
and all affected Native American Indian tribes in the area on any Treatment Plan prepared for
the project.P16.
    
    (GP) Prior to the issuance of precise grading permits, mitigation measures contained in the
Mitigation Monitoring Program approved with this project shall be implemented as provided
therein.P17.
    
    (GP) Prior to issuance of grading permits, the developer shall submit wall/fence plans to the
Planning Division for review and approval for all fences and walls required or proposed on
site, included, but not limited to the 11 foot screening wall along the perimeter of the site
including pilasters and caps, or alternative design as approved by the Community Development
Director. (MC 9.08.070)P18.
    
    (GP) Prior to issuance of grading permits,
landscape plans (trees, shrubs and groundcover) for
basins maintained by an Property Owners Association
(POA) or other private entity shall be submitted to
the Planning Division for review and approval for
the sides and/or slopes. A hydroseed mix
w/irrigation is acceptable for the bottom of all the
basin areas. All detention basins shall include
trees, shrubs and groundcover up to the concreted
portion of the basin. A solid decorative wall with
pilasters, tubular steel fence with pilasters or
other fence or wall approved by the Community
Development Director is required to secure all water
quality and detention basins more than 18 inches in
depth.
 
 13




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PLANNING DIVISION  CONDITIONS OF APPROVAL
 PAGE 14
 PRIOR TO RECORDATION OF FINAL MAP
 P19.
    
    (R) Prior to final map recordation, subdivision phasing (including any proposed common
open space or improvement phasing, if applicable), shall be subject to the Planning Division
approval. Any proposed phasing shall provide for adequate vehicular access to all lots in
each phase as determined by the City Transportation Engineer or designee and shall
substantially conform to all intent and purpose of the subdivision approval. (MC 9.14.080)
(Advisory)P20.
    
    (R) Prior to recordation of the final map, final median enhancement/landscape/irrigation
plans shall be reviewed and approved by the Planning Division, and Public Works Department -
Special Districts Administration for review and approval by each division. (GP  Circulation
Master Plan)P21.
    
    (R) Prior to final map recordation any required trail easements shall be provided.
(Advisory)P22.
    
    (R) Prior to recordation of the final subdivision map, the developer shall submit for review
and approval the following documents to the Planning Division which shall demonstrate that
the project will be developed and maintained in accordance with the intent and purpose of the
approval:a.
    
    The document to convey titleb.
    
    Deed restrictions, easements, or Covenants, Conditions and Restrictions to be recordedThe approved documents shall be recorded at the same time that the subdivision map is
recorded. The documents shall contain provisions for general maintenance of the site, joint
access to proposed parcels, open space use restrictions, conservation easements, guest
parking, feeder trails, water quality basins, lighting, landscaping and common area use.
The approved documents shall also contain a provision, which provides that they may not be
terminated and/or substantially amended without the consent of the City and the developers
successor-in-interest. (MC 9.14.090)In addition, the following deed restrictions and disclosures shall be included within the
document and grant deed of the properties:
    
    The developer shall promote the use of native plants and trees and drought
tolerant species to the extent feasible.
 
 14




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PLANNING DIVISION  CONDITIONS OF APPROVAL
 PAGE 15
 
    
    (R) All lots designated for open space and or detention basins, shall be
included as an easement to or transfer title to; and maintained by a Property Owners
Association (POA) or other private maintenance entity. All reverse frontage landscape
areas shall also be maintained by the onsite POA. Language to this effect shall be
included and reviewed within the required Covenant Conditions and Restrictions (CC&Rs)
prior to the approval of the final map.
    
    Maintenance of any and all common facilities.PRIOR TO BUILDING PERMITP23.
    
    (BP) Prior to issuance of building permits, the developer or developers
successor-in-interest shall pay all applicable impact fees, including but not limited to
Transportation Uniform Mitigation fees (TUMF), Multi-species Habitat Conservation Plan
(MSHCP) mitigation fees, and the Citys adopted Development Impact Fees. (Ord)P24.
    
    (BP) Prior to issuance of building permits for applicable lettered lots, landscape plans
(trees, shrubs and groundcover) for basins maintained by an POA, or other private entity,
shall be approved for the sides and or slopes of all water quality basins and drainage areas.
A solid decorative wall with pilasters, tubular steel fence with pilasters or other fence or
wall approved by the Community Development Director is required to secure all water quality
and detention basins more than 18 inches in depth.OTHER CONDITIONS NOT TIED TO GRADING, BUILDING OR OCCUPANCYP25.
    
    Three building phases are included under Tentative Parcel Map No. 35629, while a plot plan
(PA07-0091) has been included for Phase 1. All development under Phases 2 and 3 (Parcels 2, 3
and 4) would require additional plot plan review and approval from the Planning Commission.Building and Safety DivisionB-1
    
    The above project shall comply with the current California Codes (CBC, CEC, CMC and the CPC)
as well as all other city ordinances. All new projects shall provide a soils report. Plans
shall be submitted to the Building Department as a separate submittal (Advisory)
  
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CITY OF MORENO VALLEY  COMMENTS  MAP  Case No: PA07-0088 through PA07-0091 and P07-157  APN: 488-350-001 through 002 and 488-360-001 through 012  DATE: 12/19/08
 FIRE PREVENTION BUREAU
 1. The following Standard Conditions shall apply.
  F1.
    
    Final fire and life safety conditions will be addressed when the Fire Prevention Bureau
reviews building plans. These conditions will be based on occupancy, use, California
Building Code (CBC), California Fire Code (CFC), and related codes, which are in force at
the time of building plan submittal.F2.
    
    The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or
construction of all commercial buildings per CFC Appendix B and Table B105.1. The
applicant/developer shall provide documentation to show there exists a water system capable of
delivering 4000 GPM for 4 hour(s) duration at 20-PSI residual operating pressure. The
required fire flow may be adjusted during the approval process to reflect changes in design,
construction type, or automatic fire protection measures as approved by the Fire Prevention
Bureau. Specific requirements for the project will be determined at time of building plan
submittal. (CFC 508.3, Appendix B and MVMC 8.36.100 Section D). The 50% reduction in fire flow
was granted for the use of fire sprinklers throughout the facility. The reduction shall only
apply to fire flow, hydrant spacing shall be per the fire flow requirements listed in CFC
Appendix B and C.F3.
    
    Industrial, Commercial, Multi-family, Apartment, Condominium, Townhouse or Mobile Home
Parks. A combination of on-site and off-site super enhanced fire hydrants (6 x 4 x 4
x 2 1⁄2 ) shall not be closer than 40 feet and more than 150 feet from any portion of the
building as measured along approved emergency vehicular travel ways. The required fire flow
shall be available from any adjacent fire hydrant(s) in the system. Where new water mains are
extended along streets where hydrants are not needed for protection of structures or similar
fire problems, super or enhanced fire hydrants as determined by the fire code official shall
be provided at spacing not to exceed 500 feet of frontage for transportation hazards. (CFC
508.5.7 & MVMC 8.36.050 Section O and 8.36.100 Section E)
 
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CITY OF MORENO VALLEY
PUBLIC WORKS DEPARTMENT  LAND DEVELOPMENT DIVISION
CONDITIONS OF APPROVAL
PA07-0088 Change of Zone
PA07-0089 General Plan Amendment
PA07-0090 Tentative Parcel Map No. 35629
APN 488-350-001, 002 and APN 488360-001 thru -012
 Note: Bold
 PUBLIC WORKS DEPARTMENT- LAND DEVELOPMENT DIVISION
  General Conditions
 LD1.
    
    (G) The developer shall comply with all applicable City ordinances and resolutions including
the Citys Municipal Code (MC) and if subdividing land, the Government Code (GC) of the State
of California, specifically Sections 66410 through 66499.58, said sections also referred to
as the Subdivision Map Act (SMA). (MC 9.14.010) (Advisory)LD2.
    
    (G) if the project involves the subdivision of land, maps may be developed in phases with the
approval of the City Engineer. Financial security shall be provided for all improvements
associated with each phase of the map. The boundaries of any multiple map increment shall be
subject to the approval of the City Engineer. The City Engineer may require the dedication
and construction of necessary utilities, streets or other improvements outside the area of any
particular map, if the improvements are needed for circulation, parking, access, or for the
welfare or safety of the public. (MC 9.14.080, GC 66412 and 66462.5) If the project does not
involve the subdivision of land and it is necessary to dedicate right-of-way/easements, the
developer shall make the appropriate offer of dedication by separate instrument. The City
Engineer may require the construction of necessary utilities, streets or other improvements
beyond the project boundary, if the improvements are needed for circulation, parking, access,
or for the welfare or safety of the public. (Advisory)LD3.
    
    (G) It is understood that the tentative map correctly shows all existing easements, traveled
ways, and drainage courses, and that their omission may require the map or plans associated
with this application to be resubmitted for further consideration. (MC 9.14.040) (Advisory)LD4.
    
    (G) In the event right-of-way or offsite easements are required to construct offsite
improvements necessary for the orderly development of the surrounding
 
 17




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area to meet the public health and safety needs, the developer shall make a good
faith effort to acquire the needed right-of-way in accordance with the Land Development
Divisions administrative policy. In the event that the developer is unsuccessful, he
shall enter into an agreement with the City to acquire the necessary right-of-way or
offsite easements and complete the improvements at such time the City acquires the
right-of-way or offsite easements which will permit the improvements to be made. The
developer shall be responsible for all costs associated with the right-of-way or easement acquisition per the Subdivision Map Act. (GC 66462.5) (Advisory)LD5.
    
    (G) If improvements associated with this project are not initiated within two years of the
date of approval of the Public Improvement Agreement, the City Engineer may require that the
improvement cost estimate associated with the project be modified to reflect current City
construction costs in effect at the time of request for an extension of time for the Public
Improvement Agreement or issuance of a permit. (Advisory)LD6.
    
    (G) The developer shall monitor, supervise and control all construction and construction
supportive activities, so as to prevent these activities from causing a public nuisance,
including but not limited to, insuring strict adherence to the following:a.
    
    Removal of dirt, debris, or other construction material deposited on any
public street no later than the end of each working day.b.
    
    Observance of working hours as stipulated on permits issued by the Public
Works Department.c.
    
    The construction site shall accommodate the parking of all motor vehicles
used by persons working at or providing deliveries to the site.d.
    
    All dust control measures per South Coast Air Quality Management District
(SCAQMD) requirements shall be adhered to during the grading operations.Violation of any condition or restriction or prohibition set forth in these conditions
shall subject the owner, applicant, developer or contractor(s) to remedies as noted in the
City Municipal Code 8.14.090. In addition, the City Engineer or Building Official may
suspend all construction related activities for violation of any condition, restriction or
prohibition set forth in these conditions until such time as it has been determined that
all operations and activities are in conformance with these conditions. (Advisory)LD7.
    
    (G) The developer shall protect downstream
properties from damage caused by alteration of
drainage patterns, i.e., concentration or
diversion of flow. Protection shall be provided
by constructing adequate drainage facilities,
including, but not limited to, modifying
existing facilities or by securing a drainage
easement. (MC 9.14.110) (Advisory)LD8.
    
    (G) Public drainage easements, when
required, shall be a minimum of 25 feet wide
and shall be shown on the map and plan, and
noted as follows: Drainage
 
 18




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Easement  no structures, obstructions, or encroachments by land fills are allowed.
In addition, the grade within the easement area shall not exceed a 3:1 (H:V) slope,
unless approved by the City Engineer. (Advisory)LD9.
    
    (G) A detailed drainage study shall be submitted to the City Engineer for review and
approval at the time of any improvement or grading plan submittal. The study shall be
prepared by a registered civil engineer and shall include existing and proposed hydrologic
conditions. Hydraulic calculations are required for all drainage control devices and storm
drain lines. (MC 9.14.110) (Advisory)LD10.
    
    (G) : The final conditions of approval issued by the Planning Division
subsequent to Planning Commission approval shall be photographically or electronically placed
on mylar sheets and included in the Grading and Street Improvement plan sets on twenty-four
(24) inch by thirty-six (36) inch mylar and submitted with the plans for plan check. These
conditions of approval shall become part of these plan sets and the approved plans shall be
available in the field during grading and construction. (Advisory)LD11.
    
    (G) Upon approval of the tentative parcel map by the Planning Commission, the Developer
shall submit the approved tentative parcel map on compact disk in (.dxf) digital format to
the Land Development Division of the Public Works Department. (Advisory)Prior to Grading Plan Approval or Grading PermitLD12.
    
    (GPA) The grading plans shall be drawn on twenty-four (24) inch by thirty-six (36) inch
mylar and signed by a registered civil engineer and other registered/licensed professional as
required. (Advisory)LD13.
    
    (GPA) Grading plans shall comply with the City Grading ordinance, these Conditions of
Approval and the following criteria:a.
    
    The project street and lot grading shall be designed in a manner that
perpetuates the existing natural drainage patterns with respect to tributary
drainage area and outlet points. Unless otherwise approved by the City Engineer,
lot lines shall be located at the top of slopes.b.
    
    Any grading that creates cut or fill slopes adjacent to the street shall
provide erosion control, sight distance control, and slope easements as approved by
the City Engineer.c.
    
    A grading permit shall be obtained from the Public Works Department Land
Development Division prior to commencement of any grading outside of the City
maintained road right-of-way.d.
    
    All improvement plans are substantially complete and appropriate
clearance and at-risk letters are provided to the City. (MC 9.14.030)
 
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e.
    
    The developer shall submit a soils and geologic report to the Public Works
Department  Land Development Division. The report shall address the soils
stability and geological conditions of the site.(Advisory)LD14.
    
    (GPA) Prior to grading plan approval, the developer shall select treatment control best
management practices (BMPs) that are medium to highly effective for treating Pollutants of
Concern (POC) for the project. Projects where National Pollution Discharge Elimination System
(NPDES) mandates water quality treatment control best management practices (BMPs) shall be
designed per the City of Moreno Valley guidelines or as approved by the City Engineer.
(Advisory)LD15.
    
    (GPA, IP) Prior to approval of the grading plans or improvement plans for project sites
which are one acre or larger, the developer shall obtain the WQMP number from the Citys Land
Development Division, if a WQMP is required, and as a condition of the State Water Quality
Control Board, a Notice of Intent (NOI) for an NPDES permit must be filed and a Waste
Discharge Identification (W.D.I.D.) permit number obtained from the State Water Quality
Control Board. (Clean Water Act) (Advisory)LD16.
    
    (GPA) Prior to the rough grading plan approval, or issuance of a building permit, if a
grading permit is not required, the Developer shall:a.
    
    Submit two (2) copies of the final project-specific Water Quality
Management Plan (WQMP) for review by the City Engineer that:i.
    
    Addresses Site Design Best Management Practices (BMPs) such as
minimizing impervious areas, maximizing permeability, minimizes directly
connected impervious areas to the Citys street and storm drain systems, and
conserves natural areas;ii.
    
    Incorporates Source Control BMPs and provides a detailed
description of their implementation;iii.
    
    Incorporates Treatment Control BMPs and provides information
regarding design considerations;iv.
    
    Describes the long-term operation and maintenance requirements
for BMPs requiring maintenance; andv.
    
    Describes the mechanism for funding the long-term operation and
maintenance of the BMPs.A copy of the final WQMP template can be obtained on the Citys Website or by contacting
the Land Development Division of the Public Works Department.b.
    
    Record a Stormwater Treatment Device and Control Measure Access and
Maintenance Covenant, to provide public notice of the requirement to implement the
approved final project-specific WQMP and the maintenance
 
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requirements associated with the WQMP. A boilerplate copy of the Stormwater
Treatment Device and Control Measure Access and Maintenance Covenant, can be obtained by
contacting the Land Development Division of the Public Works Department.(Advisory)LD17.
    
    (GPA) Prior to rough grading plan approval, or issuance of a building permit, if a grading
permit is not required, the Developer shall secure approval of the final project-specific
WQMP from the City Engineer. (Advisory)LD18.
    
    (GPA) Prior to rough grading plan approval, or issuance of a building permit as determined
by the City Engineer, the approved final project-specific WQMP shall be incorporated by
reference or attached to the projects Storm Water Pollution Prevention Plan as the
Post-Construction Management Plan.LD19.
    
    (GPA) Prior to grading permit issuance, the developer shall prepare a Storm Water Pollution
Prevention Plan (SWPPP) in conformance with the states Construction Activities Storm Water
General Permit. A copy of the current SWPPP shall be kept at the project site and be
available for review upon request. The SWPPP shall be submitted to the Citys Storm Water
Program Manager on compact disk(s) in Microsoft Word format. The developer is required to
bring the SWPPP to the grading pre-construction meeting. (Advisory)LD20.
    
    (GPA) Prior to the approval of the grading plans, the developer shall pay any applicable
remaining grading plan check fee. (Advisory)LD21.
    
    (GPA/MA) Prior to the later of either grading plan or final map approval, resolution of all
drainage issues shall be as approved by the City Engineer. (Advisory)LD22.
    
    (GP) Prior to the issuance of a grading permit, the developer shall submit a letter of
permission to grade for a specific duration recorded against each offsite parcel and an
easement for slope purposes at final map recordation. (Advisory)LD23.
    
    (GP) Prior toissuance of a grading permit, if the fee has not already been paid prior to
map approval or prior to issuance of a building permit if a grading permit is not required,
the developer shall pay Area Drainage Plan (ADP) fees. The developer shall provide a receipt
to the City showing that ADP fees have been paid to Riverside County Flood Control and Water
Conservation District. (MC 9.14.100)LD24.
    
    (GP) Prior to issuance of a grading permit, the following securities shall be submitted to
the City:a.
    
    Security, in the form of a cash deposit (preferable),
letter of credit, or performance bond shall be required to be submitted as a
guarantee of the completion of the grading required as a condition of
approval of the project (MC 8.21.070)
 
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b.
    
    Erosion control security as a guarantee of the completion and
maintenance of the erosion control systems required as a condition of
approval of the project. The amount of the security shall be equal to one
hundred (100) percent of the total estimated cost of the erosion control
system(s). The permittees estimate of such cost shall be based on the
established unit costs available form the city and shall be subject to the
review and approval of the city engineer. At least twenty-five (25) percent
of the required security shall be in cash and shall be deposited with the
city engineer. The remainder of the erosion control security shall be
subject to the approval of the City Engineer and City Attorney, and consist
of one or more of the following:
 i.
    
    Cash deposit;ii.
    
    Bondiii.
    
    Certificate of Depositiv.
    
    Letter of Credit, in City format, from one or more local financial institution(s) subject to regulation by the state or federal government. (MC
8.21.150)
 (Advisory)
 LD25.
    
    (GP) Prior to issuance of a grading permit, the developer shall pay the applicable grading
inspection fees. (Advisory)
 Prior to Map Approval or Recordation
 LD26.
    
    (MA) Prior to approval of the final map, the developer shall submit a copy of the Covenants,
Conditions and Restrictions (CC&Rs) to the Land Development Division for review and approval.
The CC&Rs shall include, but not be limited to, access easements, reciprocal access, private
and/or public utility easements as may be relevant to the project. (Advisory)LD27.
    
    (MA) Prior to approval of the final map, all street dedications shall be irrevocably
offered to the public and shall continue in force until the City accepts or abandons such
offers, unless otherwise approved by the City Engineer. All dedications shall be free of all
encumbrances as approved by the City Engineer. (Advisory)LD28.
    
    (MA) Prior to approval of the final map, security shall be required to be submitted as a
guarantee of the completion of the improvements required as a condition of approval of the
project. A Public Improvement Agreement (PIA) will be required to be executed. (Advisory)LD29.
    
    (MR) Prior to recordation of the final map, this project is subject to requirements under
the current permit for storm water activities required as part of the National Pollutant
Discharge Elimination System (NPDES) as mandated by the Federal Clean Water Act. In
compliance with Proposition 218, the developer shall agree to approve the City of Moreno
Valley NPDES Regulatory
 
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Rate Schedule that is in place at the time of recordation. Following are the
requirements:
 a.
    
    Select one of the following options to meet the financial
responsibility to
provide storm water utilities services for the required operation and
maintenance monitoring and system evaluations in accordance with
Resolution No. 2002-46.
 i.
    
    Participate in the mail ballot proceeding in
compliance with Proposition 218, for the Common Interest, Commercial,
Industrial and Quasi-Public Use NPDES Regulatory Rate Schedule and pay
all associated costs with the ballot process; orii.
    
    Establish an endowment to cover future City costs
as specified in the Common Interest, Commercial, Industrial and
Quasi-Public Use NPDES Regulatory Rate Schedule.
 b.
    
    Notify the Special Districts Division of the intent to record the
final map
prior to City Council action authorizing recordation of the final map and
the financial option selected. (California Government Code & Municipal
Code)
 (Advisory)
 LD30.
    
    (MR) Prior to recordation of the map, the developer shall submit the map, on compact
disks, in (.dxf) digital format to the Land Development Division of the Public works
Department. (Advisory)
 Prior to Improvement Plan Approval or Construction Permit
 LD31.
    
    (IPA) Improvement plans shall be drawn on twenty-four (24) inch by thirty-six (36) inch
mylar and signed by a registered civil engineer and other registered/licensed professional as
required. (Advisory)LD32.
    
    (IPA) Prior to approval of the improvement plans, the developer shall submit clearances
from all applicable agencies, and pay all outstanding plan check fees. (MC 9.14.210)
(Advisory)LD33.
    
    (IPA) All public improvement plans prepared and signed by a registered civil engineer in
accordance with City standards, policies and requirements shall be approved by the City
Engineer. Securities and a public improvement agreement shall be required to be submitted and
executed as a guarantee of the completion of the improvements. (Advisory)LD34.
    
    (IPA) The street improvement plans shall comply with all applicable City standards and the
following design standards throughout this project:
 a.
    
    Corner cutbacks in conformance with City Standard 208 shall be shown on
the final map or, if no map is to be recorded, offered for dedication by separate
instrument.
 
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b.
    
    Lot access to major thoroughfares shall be restricted except at intersections and approved entrances and shall be so noted on the final map. (MC 9.14.100)c.
    
    The minimum centerline and flow line grades shall be one percent unless otherwise approved by the City Engineer. (MC 9.14.020)d.
    
    All street intersections shall be at ninety (90) degrees plus or minus
five
(5) degrees or as approved by the City Engineer per City Standard No.
706A. (MC 9.14.020)e.
    
    All reverse curves shall include a minimum tangent of one hundred (100)
feet in length.
 (Advisory)
 LD35.
    
    (IPA) Improvement plans, including design plan and profile information, shall be based upon
a centerline profile, extending beyond the project boundaries approved by the City Engineer.
Design plan and profile information shall include the minimum 300 feet beyond the project
boundaries. (Advisory)LD36.
    
    (IPA) Improvement plans, shall reflect the Citys moratorium on trench repair pavement cuts
on any streets less than three years old or on slurry sealed streets less than one year old
unless specifically approved by the City Engineer. Pavement cuts for trench repairs may be
allowed for emergency repairs or as specifically approved by the City Engineer. (Advisory)LD37.
    
    (IPA) Drainage facilities with sump conditions shall be designed to convey the tributary
100-year storm flows. Secondary emergency escape shall also be provided. (MC 9.14.110)
(Advisory)LD38.
    
    (IPA) If the projects hydrology study proposes to use any portion of a public street
right-of-way to accommodate storm flows, said study shall show that the 10-year storm flow
will be contained within the curb and the 100-year storm flow will be contained within the
street right-of-way. On major streets (Minor Arterial or larger), at least one lane in each
direction shall remain open and not be used to carry surface flows. When any of these criteria
is exceeded, additional drainage facilities shall be installed as approved by the Public Works
Department Land Development Division. (MC 9.14.110) (Advisory)LD39.
    
    (IPA) The project shall be designed to accept and properly convey all off-site drainage
flowing onto or through the site. All storm drain design and improvements shall be
subject to review and approval of the City Engineer. (Advisory)LD40.
    
    (CP) All work performed within the City right-of-way requires a construction permit. As
determined by the City Engineer, security may be required for work within the right-of-way.
Security shall be in the form of a cash deposit or other approved means. The City Engineer may
require the execution of a public improvement agreement as a condition of the issuance of the
construction
 
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permit. All inspection fees shall be paid prior to issuance of construction
permit. (MC 9.14.100) (Advisory)LD41.
    
    (CP) Prior to issuance of a construction permit, all public improvement
plans prepared and signed by a registered civil engineer in accordance with City
standards, policies and requirements shall be approved by the City Engineer.
(Advisory)LD42.
    
    (CP) Prior to issuance of construction permits, the developer shall
submit all improvement plans on compact disks, in (.dxf) digital format to the
Land Development Division of the Public Works Department. (Advisory)LD43.
    
    (CP) Prior to issuance of construction permits, the developer shall pay
all applicable inspection fees. (Advisory)
 Prior to Building Permit
 LD44.
    
    (BP) Prior to issuance of a building permit, the developer shall submit for
review and approval, a Waste Management Plan (WMP) per City code and Land
Development Division requirements. (AB939, MC 8.80) (Advisory)
 Prior to Certificate of Occupancy
 LD45.
    
    (CO) Prior to issuance of the last certificate of occupancy or building final,
the developer shall pay all outstanding fees. (Advisory)LD46.
    
    (CO) Prior to issuance of a certificate of occupancy or building final, the
developer shall construct all public improvements in conformance with applicable
City standards, unless otherwise approved by the City Engineer, including but not
limited to the following applicable improvements:
 a.
    
    Street improvements including, but not limited to: pavement,
base, curb
and/or gutter, cross gutters, spandrel, sidewalks, drive approaches,
pedestrian ramps, street lights, signing, striping, under sidewalk drains,
landscaping and irrigation, medians, redwood header boards, pavement
tapers/transitions and traffic control devices as appropriate.b.
    
    Storm drain facilities including, but not limited to: storm drain pipe, storm
drain laterals, open channels, catch basins and local depressions.c.
    
    City-owned utilities.d.
    
    Sewer and water systems including, but not limited to:
sanitary sewer,
potable water and recycled water.e.
    
    Under grounding of existing and proposed utility lines less
than 115,000
volts.
  
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f.
    
    Relocation of overhead electrical utility lines including, but not limited to:
electrical, cable and telephone.
 (Advisory)
 LD47.
    
    (CO) Prior to issuance of a certificate of occupancy or building final, all existing and
new utilities adjacent to and on-site shall be placed underground in accordance with City of
Moreno Valley ordinances. (MC 9.14.130) (Advisory)
 LD48.
    
    (CO) Prior to issuance of a certificate of occupancy or building final, the Developer must
comply with the following:
 a.
    
    Any required water quality basins, associated treatment control BMPs,
and associated hardware per the approved civil drawing must be
constructed, certified and approved by the City Engineer including, but
not limited to, piping, forebay, aftbay, trash rack.b.
    
    An Engineers Line and Grade Certification shall be provided to the City.c.
    
    Said facilities shall pass a flow test per City test procedures.
 (Advisory)
 LD49.
    
    (CO) Prior to issuance of a certificate of occupancy or building final for any
Commercial/Industrial facility, whichever occurs first, the owner may have to secure coverage
under the States General Industrial Activities Storm Water Permit as issued by the State
Water Resources Control Board. (Advisory)
 Prior to Acceptance of Streets into the City Maintained Road System
 LD50.
    
    (AOS) Aggregate slurry, per Section 203-5 of Standard Specifications for Public Works
Construction, may be required just prior to acceptance of street(s) into the City maintained
road system at the discretion of the City Engineer. (Advisory)
 SPECIAL CONDITIONS
 Phase 1  Development Associated with Parcel 1 of PM 35629
 LD51.
    
    (RGPA) Prior to rough grading plan approval, the developer shall obtain written concurrence
from Riverside County Flood Control and Water Conservation District (RCFC&WCD) for any
proposed modifications to the Moreno Area Drainage Plan as well as for the acceptance of a
small new additional tributary area resulting from the projects proposed grading.
 LD52.
    
    (RGPA) Prior to rough grading plan approval, it shall be clearly demonstrated on the final
drainage study that the potential increased rate of runoff resulting from the development of
this site is mitigated. During identified storm events peak flow rates and velocity leaving
the site in the
 
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developed condition shall be no larger than that of the pre-developed condition.
The following shall be analyzed in the final drainage study: 1, 3, 6 and 24-hour storm
duration for the 2, 5, 10 and 100-year storm events. The applicant understands that
additional detention measures or other mitigation, beyond those shown on the tentative
parcel map and preliminary drainage study, may be required and shall include those into
the design and construction of appropriate drainage facilities.LD53.
    
    (RGPA) Prior to rough grading plan approval, emergency overflow areas shall be shown at all
applicable drainage improvement locations in the event that the drainage improvement fails or
exceeds full capacity. Emergency overflow area elevations shall be a minimum of 1 below the
proposed building pad elevation in close proximity. This may include, but not be limited to,
an emergency spillway in the basin and an emergency overflow at any sump catch basin
location. The developer is responsible for securing any necessary on-site or off-site
drainage easements as required for emergency overflow.LD54.
    
    (RGPA) Prior to rough grading plan approval, all easements, existing, proposed, temporary,
and those to be quitclaimed shall be shown on the plan complete with type of easement,
easement width, as applicable, instrument number and date of recordation. Copies of the
existing easement documents shall be submitted to the City (upon request) for review and
approval. Those easements to be quitclaimed shall be coordinated with the appropriate easement
holder, including but not limited to, those associated with the electrical utility lines
traversing Parcel 1 and the water line running along the entire maps north boundary adjacent
to SR-60 and its on-/off-ramps, as shown and labeled on the tentative parcel map. The above
referenced water line shall be relocated outside the existing and ultimate SR-60 right-of-way
and preferably within Eucalyptus Avenue.LD55.
    
    (RGPA) Not withstanding what is shown on the tentative parcel map and grading plan, no
grading on Caltrans property shall be permitted without an encroachment permit.LD56.
    
    (RGPA) Prior to rough grading plan approval, the plan shall show a minimum 15-foot wide
maintenance access road from a public street to Parcels G, 5, and 6 (Parcels 5 and 6 to be
designated as lettered parcels on the final parcel map) to provide maintenance access to these
parcels until such time that the City accepts the dedication. Surrounding grading shall not
prohibit runoff from leaving these parcels.LD57.
    
    (PGPA) Prior to precise grading plan approval, the precise grading plan shall be consistent
with the rough grading plan and approved plot plan, in terms of, but not limited to, pad and
grade elevations, proposed water quality treatment control best management practices and
locations including detention and infiltration basins, proposed building, parking lot,
landscape area, slope, and project entrance locations. (Advisory)
 
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LD58.
    
    (PGPA) Prior to precise grading plan or improvement plan approval, as
applicable, the plans shall show any driveway approach up to 40 in width to be
constructed per City Standard Plan 118C, Option 2, modified. The driveways shall have
a minimum radius of 50 if the entrance is to accommodate truck traffic, 35
otherwise, and transition from an 8 curb height to a 0 curb height at the
conventional right-of-way 12 behind the curb line, or as approved by the City
Engineer. There shall be a 4-foot wide pedestrian sidewalk area at 2% maximum cross
slope behind the conventional right-of-way. A 4-foot pedestrian right-of-way
dedication shall be made on PM 35629. Any entrance greater than 40 in width shall be
designed as a street intersection. (Advisory)LD59.
    
    (IPA) If it is necessary to adjust the boundary of Parcel G, 5, and 6 (Parcels 5 and 6
to be designated as lettered parcels on the final parcel map) resulting in the need for
additional right-of-way for highway and road purposes, it shall be dedicated to the City
at no cost to the City. If it is necessary to adjust the boundary resulting in excess
right-of-way not needed for highway and road purposes, the City and the developer shall
pursue the appropriate mechanism to transfer or convey public property back to the
developer.LD60.
    
    (IPA) Prior to improvement plan approval, the plans shall show redwood headers, or other
pavement edge treatment as approved by the City Engineer, at all edge-of-pavement
locations in the public right-of-way. If redwood header board is approved, the redwood
header shall be installed per the City Standard, using a nominal minimum of 2 wide by 6
deep board. This shall include, but not be limited to, the following locations:
 a.
    
    Along the frontage of Parcels 1, 2 and 4 of PM 35629, south side of
Eucalyptus Avenue, south edge of the east bound travel lane to be
constructed in Phase 1.b.
    
    Along the frontage of Parcel 4 of PM 35629, east side of Theodore
Street, east edge of the northbound travel lane to be constructed in
Phase 2.c.
    
    Along the frontage of Parcel 3 of PM 35629, west side of Redlands
Boulevard, west edge of the southbound travel lane to be constructed
in Phase 3.d.
    
    Along the frontage of Parcel 3 of PM 35629, south side of Eucalyptus
Avenue, south edge of the eastbound travel lane to be constructed in
Phase 3.e.
    
    At proposed pavement transitions at edge of pavement.f.
    
    As required by the City Public Works Inspector(s).
 LD61.
    
    (IPA) Storm drain improvement plans shall show the connection of the proposed private
storm drain system to the proposed public storm drain
 
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system at the public street right-of-way. A storm drain manhole shall be placed
at the right-of-way to mark the beginning of the publicly maintained portion of this
storm drain.LD62.
    
    (IPA) Prior to commencing any work within Caltrans right-of-way, the developer shall obtain
an encroachment permit from Caltrans. Work within Caltrans right-of-way may include that work
associated with storm drain connections to existing freeway culverts, water line removal,
water line extension from north of the freeway including jack and bore operation, power pole
relocation and/or undergrounding, and any grading.LD63.
    
    (IPA) Prior to approval of improvement plans, the developer shall secure any off-site
easements from the off-site property owner(s). This includes but is not limited to the
drainage easement for the proposed spreading basin south of the project, the slope easement
along the south side of Eucalyptus Avenue, the drainage easement for the culvert outlet across
Eucalyptus Avenue near Theodore Street, the utility easement for the temporary overhead
electrical lines, and any others that may be necessary for the construction and maintenance of
offsite utility and infrastructure improvements.LD64.
    
    (IPA) Prior to approval of improvement plans for any master drainage plan facilities, a
right-of-entry agreement shall be executed with Riverside County Flood Control and Water
Conservation District (RCFC&WCD) for said facilities.LD65.
    
    (MA) Prior to parcel map approval, the map shall show a varying width lettered parcel along
the projects north boundary and adjacent to SR-60, shown as Parcel G on the tentative parcel
map, to be irrevocably offered for dedication to the City for highway and road purposes. Until
such time the City accepts the irrevocable offer of dedication for the lettered parcel, the
developer shall keep the parcel clear of permanent and/or temporary improvements, features,
and obstructions, including but not limited to, those resulting from grading or water quality
treatment. Minimal level of landscaping sufficient to achieve adequate erosion and sediment
control consisting of native plants or other plant material as approved by the Planning
Division shall be planted and maintained by the developer. Existing utilities shall be
relocated outside of the dedicated parcel as conditioned hereon. New utilities shall not be
placed within the dedicated parcel without City Engineer approval except for extension of
existing storm drain culverts and proposed water line from north of the SR-60 in the Sinclair
Street alignment. If permanent or temporary improvements, features, plant material, hardscape,
or obstructions are placed within the dedicated parcel, without prior City approval, the
developer shall pay any and all costs associated with the removal and restoration to conform
to the approved grading plans.LD66.
    
    (MA) Prior to parcel map approval, the map shall show an irrevocable offer of dedication to
the City for highway and road purposes, identified as Parcel 5 and Parcel 6 on the tentative
parcel map (Parcels 5 and 6 to be
 
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shown as lettered parcels on the final parcel map) for an eastbound on-ramp at the
Redlands Boulevard interchange and an eastbound off-ramp at the Theodore Street
interchange, respectively. The map shall reflect Parcels 5 and 6 as lettered parcels prior
to map approval. Until such time the City accepts the irrevocable offer of dedication for
the lettered parcel, the parcel shall be kept clear of permanent and temporary
improvements, features, and obstructions, including but not limited to, those resulting
from grading or water quality treatment, other than those needed to conform to the grades
and improvements shown on the approved tentative parcel map. Minimal level of landscaping
sufficient to achieve adequate erosion and sediment control consisting of native plants or
other plant material as approved by the Planning Division shall be planted and maintained
by the developer as conditioned hereon. Existing utilities shall be relocated outside of
the dedicated parcel. New utilities shall not be placed within the dedicated parcel
without prior City Engineer approval. If permanent or temporary improvements, features,
plant material, hardscape, or obstructions are placed within the dedicated parcel, the
developer shall pay any and all costs associated with the removal and restoration to
conform to the approved grading plan.LD67.
    
    (MA) Prior to parcel map approval, if the developer proposes to grade the site such that a
slope is created for future freeway on- and/or off-ramp improvements
within Parcels G, 5
and/or 6 (Parcels 5 and 6 to be shown as lettered parcels on the final parcel map), the
developer shall obtain City approval such that the slope will coordinate closely with the
future ramp improvements. It may be required that the developer grant a construction easement
to the City, ultimately to Caltrans, at no cost to the City or Caltrans, in the future to
facilitate the interchange improvements in order to make any necessary adjustments to the
slope, drainage, and related features located within and/or outside of Parcels G, 5 and/or 6.
In no event shall the exercise of this easement disrupt any existing development or damage
any site improvements.LD68.
    
    (MA) Prior to parcel map approval, the map shall show the appropriate right-of-way to be
dedicated as well as all existing and proposed easements.
 a.
    
    The map shall show a right-of-way dedication on Eucalyptus Avenue
to secure a full width right-of-way distance of 110 for a Divided
Arterial, City Standard 103A, modified to accommodate enhanced
12-foot wide landscape areas within the street parkway. Additional
right-of-way shall be dedicated at the intersection of Eucalyptus
Avenue and Redlands Boulevard to accommodate southbound dual
left turn lanes and a dedicated northbound right-turn lane as well as
at the intersection of Eucalyptus Avenue and Theodore Street to
accommodate dual left turn lanes.b.
    
    The map shall show a minimum 20-foot wide multi-use trail and
pedestrian access easement along the north side of Eucalyptus
Avenue directly behind and adjacent to the proposed right-of-way.
 
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c.
    
    The map shall show 37-foot wide open space parcels, Parcels A
through E as shown on the tentative parcel map, along the north
side of Eucalyptus Avenue directly behind and adjacent to the
proposed right-of-way. The proposed multi-use trail and pedestrian
access easement is to be located within the 37-foot wide open space
parcels. The City will not maintain landscaping located within said
37-foot wide open space parcels.d.
    
    The map shall show an additional 10-foot street right-of-way
dedication on the east side of Redlands Boulevard along the map
west boundary to secure a centerline to east right-of-way distance of
70 feet for a Divided Arterial, City Standard 103A, modified to
accommodate curb-separated sidewalk as well as additional lanes
required at the Eucalyptus Avenue intersection.e.
    
    The map shall show an 18-foot wide bike trail and pedestrian access
easement directly behind and adjacent to the proposed Redlands
Boulevard east right-of-way.f.
    
    The map shall show an additional 31-foot street right-of-way
dedication on the west side of Theodore Street along the map east
boundary to secure a centerline to west right-of-way distance of 61
feet for a Minor Arterial, City Standard 105A, modified to
accommodate curb-separated sidewalk as well as additional lanes
required at the Eucalyptus Avenue intersection.g.
    
    The map shall show a minimum 18-foot wide bike trail and pedestrian access easement
directly behind and adjacent to the
proposed Theodore Street west right-of-way.h.
    
    The map shall show a varying width lettered parcel, shown as Parcel G on the tentative
parcel map, for highway and road purposes.i.
    
    The map shall show a 4-foot pedestrian right-of-way dedication behind the driveway approach
at any project entrance with a width up to 40 feet to be constructed per City Standard 118C.j.
    
    The map shall show additional right-of-way at intersections to accommodate additional
turning movements required by the Transportation Division, in conformance with the final
traffic report.k.
    
    The map shall demonstrate, to the satisfaction of the City Engineer, adequate right-of-way
is being dedicated at the eastbound off-ramp at Theodore Street and the eastbound on-ramp at
Redlands Boulevard to cover its ultimate alignment, consistent with the final traffic report
and Caltrans standards.I.
    
    The map shall show additional right-of-way at corner cutbacks per City Standard 208. 
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LD69.
    
    (MA) Prior to parcel map approval, a reciprocal access agreement between adjacent
development parcels shall be submitted to the City for review and approval processing for
concurrent recording with the final parcel map. Alternatively, the reciprocal access among
parcels can be established in the covenants, conditions, and restrictions (CCRs) if any, and
recorded concurrent with the map.LD70.
    
    (MA) Prior to parcel map approval, the Developer shall guarantee the construction of all
improvements for all phases of development by entering into a public improvement agreement and
posting security. The improvements required during each phase of development are described
under that phase heading. The developer is required to complete those improvements listed
under each phase by the occupancy of the first building of each phase, or as otherwise
determined by the City Engineer. The improvements for Phase 1 are described below and shall be
completed prior to occupancy of the building for Phase 1, or as otherwise determined by the
City Engineer.
 a.
    
    Eucalyptus Avenue, Divided Arterial, City Standard 103A (110 RW / 86 CC)
modified to accommodate enhanced 12-foot wide landscape areas within the street
parkway. The full 110-foot right-of-way dedication shall occur as part of Phase 1. The
following shall be constructed with the development of Phase 1.
 i.
    
    Street improvements to half-width, including the full-width
median, plus an additional 18 feet south of the street median curb from the
proposed interim cul-de-sac to Theodore Street. Improvements shall consist of,
but not be limited to, pavement, base, redwood header, raised landscape median,
curb, gutter, sidewalk, driveway approaches, drainage structures, any necessary
offsite improvement transition/joins to existing, streetlights, pedestrian
ramps, removal/relocation and/or undergrounding of any power poles with
overhead utility lines less than 115,000 volts, and dry and wet utilities,
including sewer and water main line construction, reclaimed water line
construction, and electrical utility lines.ii.
    
    A minimum 24-foot wide emergency access, paved to City Standard
108E, or better, from Redlands Boulevard to just west of the west property line
of Parcel 2 of PM 35629. The emergency access road shall be constructed on the
north side of Eucalyptus Avenue with a cross fall to one side at 2%.iii.
    
    An interim cul-de-sac, if needed, to allow for truck turn-around
movements located just west of the west property line of Parcel 2 of PM 35629.
Full 86-foot curb-to-curb paved
 
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width in lieu of a cul-de-sac may suffice, as approved by the City
Engineer.iv.
    
    Intersection improvements at Eucalyptus Avenue and Theodore Street
to allow for truck turning movements required in the Traffic Study for Phase 1 of
the project.v.
    
    Relocation of an existing water line that runs along the north
map boundary adjacent to the SR-60 existing right-of-way to within Eucalyptus
Avenue.vi.
    
    A 6-foot wide curb-separated sidewalk to be located directly behind
the 12-foot wide parkway landscape area adjacent to and outside of the street
right-of-way.vii.
    
    A 4-foot wide landscape area adjacent to and behind the
curb-separated sidewalk.viii.
    
    A 10-foot wide multi-use trail adjacent to and behind the 4-foot
wide landscape area mentioned above.ix.
    
    A 17-foot wide landscape area adjacent to and behind the 10-foot
trail. All improvements and landscaping beyond the street right-of-way
shall be located within a 37-foot wide open space area designated as lettered
Parcels A through E, as shown on the tentative parcel map, along the north side
of Eucalyptus Avenue. The 6-foot wide sidewalk, the 10-foot trail, and the 4-foot
landscape area between the sidewalk and trail, shall be within a proposed minimum
20-foot wide multi-use trail and pedestrian access easement. The easement may be
dedicated over the entire open space parcel width (37 feet) of Parcels A through
E, as approved by the City Engineer. The City will not maintain landscaping
located within said 37-foot wide open space parcels.
 b.
    
    Theodore Street, Minor Arterial, City Standard 105A (131 RW /107 CC Modified)
to accommodate additional lanes required for vehicular turning movements per the
projects approved Traffic Study. An additional 31-foot right-of-way dedication on the
west side of the street, along the maps east property line, shall be shown on the
parcel map. Phase 1 limits of improvements consist of the following improvements:
 i.
    
    Intersection improvements at Eucalyptus Avenue to allow for truck
turning movements required in the projects approved Traffic Study for Phase 1 of
the project.ii.
    
    30-foot wide paved access which meets current City standards or as
otherwise approved by the City Engineer, from Eucalyptus Avenue to the SR-60
overpass.
 
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Improvements shall consist of, but not be limited to, pavement, base, asphalt
concrete berm, any necessary offsite improvement transition/joins to existing.
 c.
    
    Additional pavement for Theodore Street interchange on-and off- ramps as may be
required to accommodate truck traffic turning movements in accordance with the Final
Traffic Report and Transportation Division approval.d.
    
    Project entrances up to 40-foot wide shall be constructed per City Standard No.
118C. The parcel map shall show an additional 4-foot right-of-way dedication behind
driveway approaches. No decorative pavers shall be placed within the public
right-of-way. Any entrance greater than 40 feet in width shall be designed as a street
intersection.e.
    
    Restoration of pavement per City trench standards resulting from bringing water
line and sewer service lines to the project.f.
    
    Pavement core samples of existing pavement on Theodore Street may be taken and
findings submitted to the City for review and consideration of using an existing
structural section of a lesser thickness of pavement improvements. The City will
determine the adequacy of the existing pavement structural section. If the existing
pavement section is found to be adequate, then a lesser thickness than that specified
above for street pavement improvements may be allowed, as approved by the City
Engineer. If the existing pavement section is found to be inadequate, the Developer
shall construct the streets to the limits as listed above.
 LD71.
    
    (BP) The developer shall coordinate with Land Development staff to facilitate partial pad
certification in conjunction with construction sequencing as approved by the City Engineer.LD72.
    
    (BP) Prior to issuance of a building permit, final line and grade certification shall be
provided by the licensed engineer of record stating the building pad is in substantial
conformance with the approved grading plan. For Parcel 1, the developer shall coordinate with
Land Development staff to facilitate partial pad certification in conjunction with
construction sequencing as approved by the City Engineer. The relocation and/or abandonment of
existing utilities and quitclaim of existing easements shall be coordinated with the
sequencing of the Parcel 1 development such that these do not interfere or encumber the
particular building area being developed at any given time.LD73.
    
    (BP) Prior to building permit issuance this project shall cause the quitclaim of all
existing easements, especially those easements underneath proposed building footprints shall
be quitclaimed. This shall include, but not be limited to, the water line easement and power
line easement. All utilities shall be relocated, as necessary, prior to
 
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quitclaiming the easements. All new easements shall be granted prior to utility
relocations and quitclaims of existing easements.LD74.
    
    (BP) Prior to building permit issuance, the developer shall remove, or cause the removal,
of any sign or other structure, as applicable, on the project site, including that portion
within Parcels G, 5 and 6, as shown on the tentative parcel map (Parcels 5 and 6 to be
dedicated as lettered parcels on the final parcel map), to be dedicated to the City for the
future freeway expansion, unless other arrangements are made with and approved by the City
Engineer. The developer shall record easements for, provide access to, etc. any sign or
structure that might remain, as approved by the City Engineer.LD75.
    
    (BP) Prior to building permit issuance, the developer shall submit to the City a recorded
agreement pertaining to the maintenance of and access to the temporary spreading basin to be
constructed on the land south and adjacent to this project map, identified as APN#
488-350-002.LD76.
    
    (BP) Prior to building permit issuance of the proposed building in Phase 1, the developer
shall submit to the City for review and approval all required off-site (outside of the map
boundary) easements, including but not limited to, a roadway slope easement along the south
side of Eucalyptus Avenue, drainage easements at low points along the south side of Eucalyptus
Avenue where rip rap and other drainage improvements are proposed, a drainage easement for the
culvert headwall, rip rap and grading on the south side of Eucalyptus Avenue, just west of
Theodore Street, an easement for any work outside of the Sinclair Street right-of-way north of
SR-60 for work associated with the construction of the water line. These easements shall
record prior to occupancy, after the City has reviewed and approved them prior to building
permit issuance.LD77.
    
    (CO) Prior to occupancy for the proposed building in Phase 1, the developer shall obtain an
encroachment permit from Caltrans and complete the following jack and bore operation for the
installation of a proposed water line underneath SR-60 to be located within Sinclair Street
right-of-way north of the freeway. The developer shall apply Caltrans crossing requirements to
the portion of the water line that will lie within Parcel G of the tentative parcel map.LD78.
    
    (CO) Prior to occupancy of the proposed building in Phase 1, the parcel map shall record
along with all the offers of dedication for right-of-way and easements made on the map.LD79.
    
    (CO) Prior to occupancy of the proposed building in Phase 1, all overhead utility lines
less than 115,000 volts fronting or within the entire map boundary shall be placed
underground per Section 9.14.030C of the City Municipal Code except those along the west side
of Theodore Street, the terminus of the facility over SR-60 at Sinclair Street, and the
interim
 
 
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service from Redlands Boulevard and Dracaea Avenue northerly to the project site.LD80.
    
    (CO) Prior to occupancy of the proposed building in Phase 1, existing utilities shall be
relocated outside of Parcels G, 5, and 6, as identified on the tentative parcel map (Parcels
5 and 6 to be dedicated as lettered lots on the final parcel map), being offered for
dedication for highway and road purposes.LD81.
    
    (CO) Prior to occupancy of the proposed building in Phase 1, the developer shall bring
overhead electrical service to the building from the nearest source identified by the
developer to be located on the west side of Redlands Boulevard near Dracaea Avenue. This will
require the developer to bore under Redlands Boulevard to the east side of Redlands
Boulevard.LD82.
    
    (CO) Prior to occupancy of any buildings, a cooperative (tri-party) agreement among the
developer, the City and RCFC&WCD regarding the operation and maintenance of said facilities
shall be executed.LD83.
    
    (RGPA) In accordance with the City of Moreno Valley standards, the Double Ring
Infiltrometer field testing method per ASTM D3385 shall be utilized to perform in-situ
percolation testing in the location of proposed infiltration area treatment control Best
Management Practice (BMP) and the results included as an amendment to the Final WQMP prior to
issuance of the first occupancy. (Advisory)LD84.
    
    (RGPA) The Applicant shall prepare and submit for approval a Project Specific Final Water
Quality Management Plan (F-WQMP) for PA07-0090 - Highlands - Parcel 1 of TPM 35629 Logistics
Building. The F-WQMP shall be consistent with the approved P-WQMP and in full conformance with
the document; Riverside County Water Quality Management Plan for Urban Runoff dated July 24,
2006. The F-WQMP shall be submitted and approved prior to rough grading plan approval. At a
minimum, the F-WQMP shall include the following: Site Design BMPs; Source Control BMPs;
Treatment Control BMPs; Operation and Maintenance requirements for BMPs; and sources of
funding for BMP implementation. (Advisory)LD85.
    
    (RGPA) The Applicant shall select and implement treatment control BMPs that are medium to
highly effective for treating Pollutants of Concern (POC) for the project. POC include
project pollutants associated with a 303(d) listing or a Total Maximum Daily Load (TMDL) for
receiving waters. Project pollutants of concern include: sediment/turbidity, nutrients,
organic compounds, oxygen demanding substances, and pathogens. Exhibit C of the document,
Riverside County Water Quality Management Plan for Urban Runoff dated July 24, 2006 shall
be consulted for determining the effectiveness of proposed treatment BMPs. (Advisory)
 
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LD86.
    
    (RGPA) Overall, the proposed treatment control concept is accepted as the conceptual
treatment control BMP for the proposed site. The Applicant has proposed to incorporate the
use of combined detention and infiltration basins with underdrain systems. Final design
details of these detention and infiltration systems must be provided in the first
submittal of the F-WQMP. The size of the treatment control BMP is to be determined using
the procedures set forth in Exhibit C of the Riverside County Guidance Document. The
Applicant acknowledges that more area than currently shown on the plans may be required to
treat site runoff as required by the WQMP Guidance Document. (Advisory)LD87.
    
    (RGPA) The Applicant shall substantiate the applicable Hydrologic Condition of Concern
(HCOC) (WQMP Section IV) in the F-WQMP. The HCOC designates that the project will comply
with Condition C; therefore, the condition must be addressed in the F-WQMP.LD88.
    
    (GP) The Applicant shall, prior to building or grading permit closeout or the issuance of
a certificate of occupancy, demonstrate:
 a.
    
    That all structural BMPs have been constructed and installed in conformance
with the approved plans and specifications;b.
    
    That all structural BMPs described in the F-WQMP have been implemented in
accordance with approved plans and specifications;c.
    
    That the Applicant is prepared to implement all non-structural BMPs included in
the F-WQMP, conditions of approval, and building/grading permit conditions; andd.
    
    That an adequate number of copies of the approved F-WQMP are available for the
future owners/occupants of the project.
 (Advisory)
 Phase 2  Development Associated with Parcels 2 and 4 of PM 35629In the future, when
planning applications for development of Parcels 2 and 4 are submitted to the City, additional
conditions of approval for on-site development of those parcels will be added to these special
conditions of approval associated with off-site and perimeter infrastructure improvements that
apply to the development of Parcels 2 and 4.
 LD89.
    
    (PPA) Prior to approval of a plot plan for any project on Parcel 4 of PM 35629, proposed
pad and site elevations shall be coordinated with the most current design available for the
Theodore Street interchange improvement plans. The plot plan shall show the proposed
relocation corridor within the future right-of-way of Theodore Street for the overhead
electrical power poles along Theodore Street for overhead utility lines larger than 115,000
volts.LD90.
    
    (CO) Theodore Street improvements shall be coordinated with the Citys Capital Project
Theodore/SR60 Interchange Project. Interim improvements shall be at the discretion of the City Engineer and shall be constructed prior
to the occupancy of any building in Phase 2. The
 
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project design shall accommodate the future ultimate improvements on Theodore Street which
include half-width plus an additional 30 feet east of the centerline, along Parcel 4 of PM
35629 east frontage. Future ultimate improvements shall consist of, but not be limited to,
pavement, base, curb, gutter, sidewalk, driveway approaches, drainage structures, any
necessary offsite improvement transition/joins to existing, streetlights, pedestrian ramps,
dry and wet utilities. In addition, the following improvements shall be provided within the
20-foot wide open space Parcel F shown on the tentative parcel map: a 2-foot wide portion of
sidewalk located outside of the proposed sidewalk, a 4-foot wide landscaped area behind
sidewalk, a 10-foot wide bike trail behind the 4-foot wide landscaped area, and a 2-foot
wide flat landscape area. Ultimate improvements shall be coordinated with the Citys Capital
Project Theodore Street/SR-60 Interchange Project and/or interim improvements shall be at
the discretion of the City Engineer.LD91.
    
    (CO) Prior to occupancy of any building in Phase 2, ultimate street improvements shall be
constructed on Eucalyptus Avenue along project frontage, connecting to those improvements
constructed in Phase 1. Improvements shall consist of, but not be limited to, pavement, base,
raised landscape median, trail, curb, gutter, sidewalk, driveway approaches, drainage
structures, any necessary offsite improvement transition/joins to existing, streetlights,
pedestrian ramps, dry and wet utilities. In addition, the following improvements shall be
constructed within a minimum 20-foot wide multi-use trail and pedestrian access easement: a
6-foot wide sidewalk directly behind the proposed right-of-way, followed by a 4-foot wide
landscaped area behind sidewalk, and then a 10-foot wide multi-use trail.
 Phase 3  Development Associated with Parcel 3 of PM 35629 In the future, when a planning
application for development of Parcel 3 is submitted to the City, additional conditions of approval
for on-site development of that parcel will be added to these special conditions of approval
associated with off-site and perimeter infrastructure improvements that apply to the development of
Parcel 3.
 LD92.
    
    (PPA) Prior to approval of a plot plan for any project on Parcel 3 of PM 35629, proposed pad
and site elevations shall be coordinated with the most current available Redlands Boulevard
interchange improvement plans.LD93.
    
    (CO) Redlands Boulevard improvements shall be coordinated with the Citys Capital Project
Redlands Boulevard/SR60 Interchange Project. Interim improvements shall be at the discretion
of the City Engineer and shall be constructed prior to the occupancy of any building in Phase
3. The project design shall accommodate the future ultimate improvements on Redlands
Boulevard Divided Arterial, City Standard 103A (131 RW / 107 CC Modified) to half-width
plus an additional 21 feet west of the centerline, along the entire projects east frontage.
Future ultimate
 
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improvements shall consist of, but not be limited to, pavement, base, redwood header, curb,
gutter, sidewalk, driveway approaches, drainage structures, any necessary offsite improvement
transition/joins to existing, streetlights, pedestrian ramps, removal/relocation and/or
undergrounding of any power poles with overhead utility lines less than 115,000 volts, and dry and
wet utilities. In addition, the following improvements shall be provided within an 18-foot wide
bike trail and pedestrian access easement: a 2-foot wide portion of sidewalk located outside of the
proposed sidewalk, a 4-foot wide landscaped area behind sidewalk, a 10-foot wide bike trail behind
the 4-foot wide landscaped area, and a 2-foot wide flat landscape area. In addition, intersection
improvements at Eucalyptus Avenue shall be made to allow for truck turning movements required in
the projects approved Traffic Study for Phase 1 of the project. Additional improvements will be
identified within the supplemental traffic study required for Phases 2 and 3 planning application
development plans. Ultimate improvements shall be coordinated with the Citys Capital Project
Theodore Street/SR-60 Interchange Project and/or interim improvements shall be at the discretion of
the City Engineer.
 
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CITY OF MORENO VALLEY
CONDITIONS OF APPROVAL
Case No: PA07-0090 (TPM 35629)
APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012
12.12.08 Revised
 PUBLIC WORKS DEPARTMENT
 Special Districts Division
 Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in bold
lettering.
 Acknowledgement of Conditions
 PA07-0090;
 General Conditions
 SD-1
    
    The parcel(s) associated with this project have been incorporated into the Moreno
Valley Community Services Districts Zones A (Parks & Community Services) and C (Arterial
Street Lighting). All assessable parcels therein shall be subject to annual Zone A and
Zone C charges for operations and capital improvements.SD-2
    
    Plans for parkway, median, slope, and/or open space landscape areas designated on the tentative map or in these Conditions of Approval for incorporation into Moreno Valley
Community Services District Zone M, shall be prepared and submitted in accordance with the
City of Moreno Valley Public Works Department Landscape Design Guidelines.Contact the
Special Districts Division of the Public Works Department to obtain copies of this
document.SD-3
    
    The Developer, or the Developers successors or assignees shall be responsible for all
parkway and/ or median landscaping maintenance until such time as the District accepts
maintenance duties.
 
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SD-4
    
    Any damage to existing landscape easement areas due to project construction shall be
repaired/replaced by the Developer, or Developers successors in interest, at no cost to
the Moreno Valley Community Services District.
 Prior to Recordation of Final Map
 SD-5
    
    (R) This project has been identified to be included in the formation of a Community
Facilities District (Mello-Roos) for Public Safetyservices, including but not limited to
Police, Fire Protection, Paramedic Services, Park Rangers, and Animal Control services.
The property owner(s) shall not protest the formation; however, they retain the right to
object to the rate and method of maximum special tax. In compliance with Proposition 218,
the Developer shall agree to approve the mail ballot proceeding (special election) for
either formation of the CFD or annexation into an existing district that may already be
established. The Developer must notify Special Districts of intent to record final map
prior to City Council action authorizing recordation of the map. (California Government
Code) This condition would no longer apply if the final map is recorded prior to the
formation of the Public Safety Community Facilities District.SD-6
    
    (R) This project is conditioned to provide a funding source for the capital
improvements and/or maintenance for the Eucalyptus Ave.median landscape. In order for the
Developer to meet the financial responsibility to maintain the defined service, one of the
following options shall be selected:
 a.
    
    Participate in the mail ballot proceeding in compliance with
Proposition 218, for Moreno Valley Community Services District Zone M
(Commercial, Industrial and Multifamily Improved Median Maintenance), and pay
all associated costs with the ballot process; orb.
    
    Establish an endowment to cover the future maintenance costs
of the landscaped area.
 The Developer must notify Special Districts of intent to record final map prior to City
Council action authorizing recordation of the map and the financial option selected to
fund the continued maintenance.SD-7
    
    Commercial(R) Land Development, a Division of the Public Works Department, requires
this project to supply a funding source necessary to provide, but not limited to,
stormwater utilities services for the monitoring
 
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of on site facilities and performing annual inspections of the affected areas to
ensure compliance with state mandated stormwater regulations, the Developer must notify
Special Districts of intent to record final map prior to City Council action
authorizing recordation of the map and the financial option selected to fund the
continued maintenance. (California Government Code)SD-8
    
    (R) Prior to recordation of the final map, the Developer, or the Developers successors
or assignees, shall record with the County Recorders Office a Declaration of Covenant and
Acknowledgement of Assessmentsfor each assessable parcel therein, whereby the Developer
covenants and acknowledges the existence of the Moreno Valley Community Services District,
its established benefit zones, and that said parcel(s) is (are) liable for payment of
annual benefit zone charges and the appropriate National Pollutant Discharge Elimination
System (NPDES) maximum regulatory rate schedule when due. A copy of the recorded
Declaration of Covenant and Acknowledgement of Assessments shall be submitted to the
Special Districts Division.** For a copy of the Declaration of Covenant and Acknowledgement of the Assessments
form, please contact Special Districts, phone 951.413.3480.
 Prior to Building Permit Issuance
 SD-9
    
    (BP) This project has been identified to be included in the formation of a Map Act Area
of Benefit Special District for the construction of major thoroughfares and/or freeway
improvements. The property owner(s) shall participate in such District, and pay any special
tax, assessment, or fee levied upon the project property for such District. At the time of
the public hearing to consider formation of the district, the property owner(s) will not
protest the formation, but the property owners(s) will retain the right to object if any
eventual assessment is not equitable, that is, if the financial burden of the assessment is
not reasonably proportionate to the benefit which the affected property obtains from the
improvements which are to be installed. (Street & Highway Code, GP Objective 2.14.2, MC
9.14.100) Once the Transportation Uniform Mitigation Fee (TUMF) is paid, the requirement to
annex into the Special District would no longer be applicable.SD-10
    
    (BP) Final median, parkway, slope, and/or open space landscape/irrigation plans for
those areas designated on the tentative map or in these Conditions of Approval for
inclusion into Community Services District shall be reviewed and approved by the Community
Development
 
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Prior to Certificate of Occupancy
 SD-11
    
    (CO) Prior to issuance of a Certificate of Occupancy or building final, the
Developer shall submit a letter to Special Districts from the Utility service responsible
for providing final electrical energy connections and energization of the streetlights
for the development project. The letter must identify, by pole number, each streetlight
in the development and state the corresponding date of its electrical energization.
 SD-12
    
    (CO) All median landscaping specified in the tentative map or in these Conditions
of Approval shall be constructed pursuant to the project phasing plan dated December 10,
2008.
 SD-13
    
    (CO) Prior to issuance of a Certificate of Occupancy or building final, the
Developer shall submit, in a form acceptable to Special Districts, the current list of
all Assessors Parcel Numbers assigned to the recorded map. Please forward to:
 
 SD-14
    
    (CO) Prior to the issuance of the first Certificate of Occupancy or building final
for this project, the Developer shall pay Advanced Energy fees for all applicable Zone B
(Residential Street Lighting) and/or Zone C (Arterial Street Lighting and Intersection
Lighting) streetlights required for this development. The Developer shall provide a
receipt to the Special Districts Division showing that the Advanced Energy fees have been
paid in full for the number of streetlights to be accepted into the CSD Zone B and/or Zone
C program. Payment shall be made to the City of Moreno Valley, as collected by the Land
Development Division, based upon the Advanced Energy fee rate at the time of payment and
as set forth in the current Listing of City Fees, Charges and Rates, as adopted by City
Council. Any change in the project which may increase the number of streetlights to be
installed will require payment of additional Advanced Energy fees at the then current fee.
 
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CITY OF MORENO VALLEY
 CONDITIONS OF APPROVAL
PA07-0090
 
 Note: All Special conditions are in bold lettering.
 Transportation Engineering Division  Conditions of Approval
  GENERAL CONDITIONS
 TE1.
    
    Install Citywide Communication System (Traffic Signal Interconnect) per City Standards along Eucalyptus Avenue and Theodore Street.
 TE2.
    
    A Class I Bikeway is planned for the east side of Redlands Boulevard that shall require
additional right-of-way and/or easements.
 TE3.
    
    The project applicant shall submit supplemental traffic studies at the time of entitlement
of Phase 2 (Parcels 2 and 3) and again at Phase 3 (Parcel 4). The supplemental traffic
studies shall address improvements necessary for the two phases that could include but not be
limited to traffic signals, additional turn lanes, traffic signal synchronization/timing,
interchange improvements, fair share contributions, median construction, and traffic control
at project driveways. Conditions of approval for Phase 2 and Phase 3 plot plans shall be
based upon the findings of the supplemental traffic studies, and conditioned improvements
shall be required prior to issuance of a certificate of occupancy for the respective phases.
 PRIOR TO GRADING PERMIT
 TE4.
    
    (GP) Prior to issuance of a grading permit for Phase 1, the project applicant shall
submit conceptual striping plans for street improvements along Eucalyptus Avenue as well as
Theodore Street.
 PRIOR TO IMPROVEMENT PLAN APPROVAL OR CONSTRUCTION PERMIT
 TE5.
    
    The driveways less than 40 feet in width shall conform to Section 9.16.250, and Table
9.16.250A of the Citys Development Code  Design Guidelines, and City
 
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TE6.
    
    Prior to the final approval of the street improvement plans, a signing and striping plan
shall be prepared per City of Moreno Valley Standard Plans  Section 4 for all streets with
a cross section of 66/44 and wider (Advisory).
 TE7.
    
    Prior to final approval of the street improvement plans, the developer shall submit to the
City a contract between the developer and a street sweeping company for sweeping the streets
during the warranty period, for the day shown on the posted street sweeping signage. The
contract shall include a contact person and phone number for said contact person (Advisory).
 TE8.
    
    Prior to issuance of a construction permit, construction traffic control plans prepared by
a qualified, Registered Civil or Traffic engineer shall be required (Advisory).
 TE9.
    
    Sight distance at driveways and on streets shall conform to City Standard Plan No. 125 A,
B, and C at the time of preparation of final grading, landscape, and street improvements
(Advisory).
 TE10.
    
    Prior to final approval of the street improvement plans, interim and ultimate alignment
studies shall be approved by the City Traffic Engineer.
 TE11.
    
    Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and Eucalyptus Avenue to provide
the following geometrics:Northbound: One left turn lane, one through laneSouthbound: One through lane, one right turn laneEastbound: One left turn lane, one right turn laneWestbound: N/ANOTE: All curb return radii shall be 50 feet.
 TE12.
    
    Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and SR-60 Eastbound Ramp to
provide the following geometrics:Northbound: One left turn lane, one through laneSouthbound: One
shared through/right turn laneEastbound: One left turn lane,
one right turn laneWestbound: N/ANOTE: All curb return radii shall be 50 feet.
 
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TE13.
    
    Prior to final approval of the street improvement plans for Phase 1, the
project applicant shall design the intersection of Theodore Street and SR-60 Westbound
Ramp to provide the following geometrics:Northbound: One through lane, pavement widening to accommodate turning trucksSouthbound: One shared left turn/through lane
Eastbound: N/A
Westbound: One shared left turn/right turn lane
 TE14.
    
    Prior to final approval of the street improvement plans for Phase 3, the project applicant
shall design the intersection of Redlands Boulevard and Eucalyptus Avenue for its ultimate
cross-section to include the following:Northbound: Two left turn lanes, two through lanes, one right turn laneSouthbound: Two left turn lanes, two through lanes, one right turn laneEastbound: Two left turn lanes, two through lanes, one right turn laneWestbound: Two left turn lanes, two through lanes, one right turn laneNOTE: All curb return radii shall be 50 feet.
 TE15.
    
    Prior to final approval of the street improvement plans, the project applicant shall design
bus bays per City Standard Plan No. 121 at the following locations:
 
    
    Northbound Redlands Boulevard, north of Eucalyptus Avenue (Phase 3)
    
    Eastbound Eucalyptus Avenue, east of Redlands Boulevard (Phase 3)
    
    Westbound Eucalyptus Avenue, west of Theodore Street (Phase 2)
    
    Westbound Eucalyptus Avenue, west of project driveway aligned with Sinclair Street (Phase 2)
 PRIOR TO CERTIFICATE OF OCCUPANCY OR BUILDING FINAL
 TE16.
    
    (CO) Prior to issuance of a certificate of occupancy, all approved signing and striping
shall be installed per current City Standards and the approved plans (Advisory).
 TE17.
    
    (CO) Prior to issuance of a certificate of occupancy for Phase 1, the project applicant
shall construct the intersection/roadway improvements identified in TE11, TE12, and TE13 per
the approved plans.
 TE18.
    
    (CO) Prior to issuance of a certificate of occupancy for Phase 3, the project applicant
shall construct the east leg of the Redlands Boulevard/Eucalyptus
 
 46




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Avenue intersection per TE14. Necessary improvements to the other legs of the
intersection shall be identified in the supplemental traffic study per TE3.
 TE19.
    
    (CO) Prior to the issuance of a certificate of occupancy for the project, driveway access
at the following locations will be installed as follows:
 
    
    The easternmost driveway: full access.
    
    The second driveway from the east: right-in, right-out access by means of a raised median.
    
    The third driveway from the east (employee parking lot): full access.
    
    The second driveway from the west: right-in, right-out by means of a raised median.
    
    The westernmost driveway: full access.
    
    Additional driveways for Phases 2 and 3 shall be reviewed at the time
of their entitlement, and conditions of approval shall be prepared as
necessary regarding access.
 NOTE: All truck driveways shall have curb return radii of 50 feet.
 PRIOR TO ACCEPTANCE OF STREETS INTO THE CITY-MAINTAINED ROAD SYSTEM
 TE20.
    
    Prior to the acceptance of streets into the City-maintained road system, all approved
traffic control and signing and striping shall be installed per current City Standards and
the approved plans (Advisory).
 
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CITY OF MORENO VALLEY
CONDITIONS OF APPROVAL FOR
Case No. PA07-0091 Plot Plan
 PARKS AND COMMUNITY SERVICES DEPARTMENT
 Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in
bold lettering.
 Acknowledgement of Conditions
 PA07-0091 Plot Plan
 A multi-use trail and Class-I bikeway shall be designated for TPM 35629.
     
 48




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Parks and Community Services Department
CONDITIONS OF APPROVAL 
Case
No. PA07-0091 Plot Plan
    
    December 29, 2008
  PA07-0091
Parks and Community Services Department
Standard Trail Conditions:
 a.
    
    Trail and bikeway construction shall adhere to: The
Citys Standard Plans, The
Greenbook Standard Specifications for Public Works Construction, California Code of Regulations
Title 24 (where applicable), and the Park and Community Services Specification Guide. (Advisory Condition)b.
    
    The General Contractor shall be a State of California Class A General Engineering
Contractor, per the Business and Professions Code Section 7056, or a combination of State
of California Class C licenses for which the work is being performed. Licenses must be
current and in good standing, for the duration of the project. (Advisory Condition)c.
    
    Trails and bikeways shall not be shared with any above ground utilities, blocking total
width access. (Advisory)d.
    
    The following plans require Parks and Community Services written approval: Tentative
tract/parcel maps; rough grading plans (including all Delta changes); Final Map; precise
grading plans; street improvement plans; traffic signal plans; fence and wall plans;
landscape plans for areas adjacent to trails; trail improvement plans. (Advisory)e.
    
    (GP) A detailed rough grading plan with profile for the trail shall be submitted and
approved by the Parks and Community Services Director or his/her designee prior to the issuance of
grading permits. (Advisory)f.
    
    Grading certification and compaction tests for trails and bikeways are required, prior
to any trail or bikeway improvements being installed. (Advisory)g.
    
    A minimum two-foot graded bench is required where trails adjoin landscaped or open space
areas. (Advisory)h.
    
    (BP) Prior to the issuance of the first Building Permit, final improvement plans
(mylars and AutoCAD & PDF file on a CD-ROM) shall be reviewed and approved by the
Community Development Department  Planning Division; the Public Works Department  Land
Development and Transportation Division; Fire Prevention; and Parks and Community
Services Department. Landscaped areas adjacent to the trail or bikeway shall be designed
to prevent water on the trail or bikeway. (Advisory)i.
    
    Two sets of complete trail and bikeway improvement plans shall be submitted to Parks
and Community Services for routing. Adjacent landscaping and walls shall be shown on the
plans. Final construction plans and details require wet stamped and signed Mylars, eight
sets of bond copies and one Mylar copy from the City signed mylars, the AutoCAD file on
CD, and a PDF file on CD. As-builts for the trails and bikeways have the same
requirements as final plan submittals. (Advisory)j.
    
    All street crossings shall be signed with approved STOP signs, trail signs, and posts.
All improved equestrian trail crossings at signalized intersections that are constructed
at their ultimate locations shall have 6 high mounted push buttons. These shall be
coordinated through the Transportation Division. (Advisory)k.
    
    CSD Zone A plan check fees shall be paid prior to the second plan check.
(Advisory)i.
    
    CSD Zone A inspection fees shall be paid prior to signing of Mylars. (Advisory)
 
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Parks and Community Services Department
CONDITIONS OF APPROVAL 
Case No. PA07-0091 Plot Plan
    
    December 29, 2008
 m.
    
    The trail and bikeway shall be surveyed and staked by the developer. The trail shall be
inspected and approved by the Parks and Community Services Director or his/her designee
prior to the commencement of related work. (Advisory)
 n.
    
    Any damage to bikeways, trails, or fencing during construction shall be repaired by the
developer and inspected by the Parks and Community Services Director or his/her designee;
prior to Certificate of Occupancy. (Advisory)
 o.
    
    Concrete access areas to trails with decomposed granite surfaces shall be rough finished
concrete (typically tine finish). The access shall extend to the main trail flat surface.
(Advisory)
 p.
    
    In order to prevent the delay of building permit issuance, any deviation from trail
fencing materials or trail surface materials shall be submitted to Parks and Community
Services Director or his/her designee and approved in writing 60-days prior to the
commencement of trail construction. (Advisory)
 q.
    
    Any unauthorized deviation from the approved plan, specifications, City Standard Plans,
or Conditions of Approval may result in the delay of building permit issuance and/or
building Finals/ Certificate of Occupancy of the project conditioned for improvements.
(Advisory)
 r.
    
    Where required, decorative solid-grouted block wall (no precision block, stucco,
veneer finishes, PVC, or wood fencing) with a minimum height of 72 on the trailside shall be
installed along lots that adjoin the trail. Block walls shall be located solely on private
property. If landscaping is to be utilized between the block wall and the trail, a PVC fence
shall be installed along the trail separating the landscaping from the trail (where required).
All block walls that have public view shall have an anti-graffiti coating per Parks and
Community Services specifications. Combination block/tubular steel fences shall only be
utilized where approved by Parks and Community Services. Tubular steel shall comply with Parks
and Community Services standards. Coating for tubular steel shall be anti-graffiti coating for
metal per Parks and Community Services specifications. If alternate products are requested,
the requested material(s) shall be presented to, the Director of Parks and Community Services
or his/her designee for review and approval. Under no circumstances can alternate products be
utilized without prior written authorization from the Parks and Community Services Director or
his/her designee. (Advisory)
 s.
    
    Any damage to existing landscape or hardscape areas due to project construction shall be
repaired/replaced by the developer, or developers successors in interest, at no cost to
the City or Community Services District. (Advisory)
 t.
    
    All inspections shall be requested two (2) working days in advance from the Parks and
Community Services Department at the time of rough and precise grading; fence and gate
installation; curb and drainage; flatwork; D.G. installation; graffiti coating; and final
inspection. (Advisory)
 
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POLICE DEPARTMENT
CONDITIONS OF APPROVAL
PA07-0090 (Map)
APN: 488-350-001 through 002 and 488-360-001 through 012.
 Note: All Special conditions are in bold lettering.
 Standard Conditions
 PD1.
    
    Prior to the start of any construction, temporary security fencing shall be erected. The
fencing shall be a minimum of six (6) feet high with locking, gated access and shall
remain through the duration of construction. Security fencing is required if there is:
construction, unsecured structures, unenclosed storage of materials and/or equipment,
and/or the condition of the site constitutes a public hazard as determined by the Public
Works Department. If security fencing is required, it shall remain in place until the
project is completed or the above conditions no longer exist. (DC 9.08.080) (Advisory)
 PD2.
    
    (GP) Prior to the issuance of grading permits, a temporary project identification sign
shall be erected on the site in a secure and visible manner. The sign shall be
conspicuously posted at the site and remain in place until occupancy of the project. The
sign shall include the following:
 a.
    
    The name (if applicable) and address of the development.b.
    
    The developers name, address, and a 24-hour emergency
telephone number. (DC 9.08.080) (Advisory)
 
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##### 



MVU Map Conditions of Approval Highland Fairview 12-18-08
 MVU-1
    
    (R) If the project is a multi-family development, townhome,
condominium, apartment, commercial or industrial project, and it requires
the installation of electric distribution facilities within common areas, a
non-exclusive easement shall be provided to Moreno Valley Utility to include
all such common areas. All easements shall include the rights of ingress and
egress for the purpose of operation, maintenance, facility repair, and meter
reading.
 MVU-2
    
    (BP) City of Moreno Valley Municipal Utility Service  Electrical
Distribution:Prior to issuance of building permit, the developer shall submit a
detailed engineering plan showing design, location and schematics for the utility system
to be approved by the City Engineer. In accordance with Government Code Section 66462,
the Developer shall execute an agreement with the City providing for the installation,
construction, improvement and dedication of the utility system following recordation of
final map and concurrent with trenching operations and other subdivision improvements so
long as said agreement incorporates the approved engineering plan and provides financial
security to guarantee completion and dedication of the utility system.The Developer shall coordinate and receive approval from the City Engineer to install,
construct, improve, and dedicate to the City, or the Citys designee, all utility
infrastructure (including but not limited to conduit, equipment, vaults, ducts, wires,
switches, conductors, transformers, resistors, amplifiers, and bring-up facilities
including electrical capacity to serve the identified development and other
adjoining/abutting/ or benefiting projects as determined by Moreno Valley Utility) -
collectively referred to as utility system (to and through the development), along with
any appurtenant real property easements, as determined by the City Engineer to be
necessary for the distribution and /or delivery of any and all utility services to each
lot and unit within the Tentative Map. For purposes of this condition, utility services
shall mean electric service and utility-related telecommunication only Utility services
shall not include sewer, water, and natural gas services, which are addressed by other
conditions of approval. Properties within development will be subject to an electrical
system capacity charge and that contribution will be collected prior to issuance
of building permits.
 
 52




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##### 



MVU-2A
    
    The City, or the Citys designee, shall utilize dedicated utility facilities to ensure
safe, reliable, sustainable and cost effective delivery of utility services and maintain the
integrity of streets and other public infrastructure. Developer shall, at developers sole
expense, install or cause the installation of such interconnection facilities as may be
necessary to connect the electrical distribution infrastructure within the  project to the
Moreno Valley Utility owned and controlled electric distribution system. Alternatively,
developer may cause the project to be included in or annexed to a community facilities
district established or to be established by the City for the purpose of financing the
installation of such interconnection and distribution facilities. The project shall be deemed
to have been included in or annexed to such a community facilities district upon the
expiration of the statute of limitations to any  legal challenges to the levy of special
taxes by such community facilities district within the property. The statute of limitations
referred to above will expire 30 days after the date of the election by the qualified electors
within the project to authorize the levy of special taxes and the issuance of bonds.The installation of any proposed temporary overhead electric distribution lines to
be constructed to serve the subject project will be installed/executed pursuant to
a temporary utility service agreement. The service agreement will address such
things as the necessary electrical circuit protection, as well as the requirement
to permanently relocate any temporary overhead to a permanent underground system in
a timely manner (not greater than 36 months) consistent with the requirements of
the service agreement and pursuant to applicable state law.An electrical protection coordination study shall be performed and stamped by a
registered professional electrical engineer in the State of California and
submitted to the utility for review and approval prior to construction of the
temporary overhead line consistent with the service agreement.Once the protection settings are approved and test reports performed, a certified
apparatus technician shall be submitted to the utility for review. Any protection
studies shall be stamped by the applicants registered professional electrical
engineer.A specific easement will be required for the entire overhead line extension
constructed outside of the public right-of-way consistent with the service
agreement.
 
 53




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##### 



MVU-3
    
    This project may be subject to a Reimbursement Agreement. The project
may be responsible for a proportionate share of costs associated with electrical
distribution infrastructure previously installed that directly benefits the
project. The project may be subject to a system wide capacity charge in addition to
the referenced reimbursement agreement; Payment(s) shall be required prior to
issuance of building permit(s).
 
 54




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##### 



1




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##### 



NOTICE IS HEREBY GIVEN
 NOW, THEREFORE, BE IT HEREBY FOUND, DETERMINED AND RESOLVED
 A.
    
    This City Council hereby specifically finds that all of the
facts set forth above in this Resolution are true and correct.B.
    
    Based upon substantial evidence presented to the City Council during the
meetings on February 3, 2009 and February 10, 2009, including written and oral staff
reports, and the record from the public hearing, this Planning Commission hereby
specifically finds as follows:
 1.
    
    Conformance with General Plan Policies The proposed use is consistent
with the General Plan, and its goals, objectives, policies and programs.FACT:The project proposes an approximately 1,820,000 square foot warehouse industrial
building on Parcel 1 (Phase 1) with related commercial/retail and office uses. The proposal
conforms, with the Business Park or BP General Plan designation, which allows for a variety of
industrial related land uses from office and business park uses to heavier industrial land
uses.Greater compatibility of the proposed land use with surrounding land uses in the
general vicinity of the project will be achieved by project design, mitigation and conditions of
approval. For example, dense landscape and proposed 11 foot screen walls used for screening
purposes will allow for necessary compatibility of the intended industrial warehouse use with any
surrounding commercial, business park or residential properties in the general vicinity that would
be developed in the future.2.
    
    Conformance with Zoning Regulations The proposed use complies with all applicable
zoning and other regulations.FACT:The proposed project does not currently conform with zoning regulations of Business Park
(BP), which would only allow for industrial buildings of 50,000 square feet or less from being
developed. With a proposed 1,820,000 square foot warehouse industrial building, the applicant is
requesting a change of zone to Light Industrial or LI. A 1,820,000 square foot warehouse building
is
 
 2




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##### 



a permitted used within the LI land use designation. Various conditions of
approval have also been included to address specific requirements, including
but not limited to site improvements and aesthetic enhancements.
 3.
    
    Health, Safety and Welfare The proposed use will not be detrimental to the
public health, safety or welfare or materially injurious to properties or
improvements in the vicinity.FACT:An Environmental Impact report (EIR) has been prepared for the overall
project, including the proposed Change of Zone and General Plan amendment.
Findings and a Statement of Overriding Considerations has been prepared for
said project to deal with impacts related to aesthetics, agriculture, air
quality, noise, as well as climate change and greenhouse gas emissions. Said
EIR is required to be certified and approved as a part of the proposed
project. Said document will also be accompanied by a Mitigation Monitoring
Program, which will ensure the completion of required mitigation measures for
the project. The project site is surrounded by Highway 60 to the north, and
primarily vacant residential property to the south east and west.Specific mitigation measures have been provided to lessen the impacts (but not
all below significant levels) for public health, safety and the welfare of
surrounding properties and improvements in the vicinity of the project.
This includes, but is not limited to the limitation of project lighting and
glare, and enhanced architectural and landscaping treatment to soften views
and reduce visual character as well as light and glare to less than
significant levels for aesthetics. Air quality mitigation measures include
a fugitive dust control plan with application of best management practices
to control fugitive dust during construction, emission control equipment
with a minimum of Tier II diesel particulate filter emission controls
resulting in a minimum 50 percent particulate matter control, proper
maintenance of construction equipment, a traffic control plan to minimize
operational truck traffic and dust during construction, as well as low VOC
paints, and other best management practices. Noise mitigation measures
include the restriction of construction vehicles on Redlands Boulevard,
south of future Eucalyptus Avenue, the restriction of nighttime grading
within 1,200 feet of residences south of future Eucalyptus Avenue, specific
sound barriers in place to limit daytime construction noise, equipment
maintenance to include silencers, mufflers and acoustic covers, and the
restriction of material stockpiles within 1,200 feet of all residences
south of Highway 60. It is also important to note that
 
 3




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##### 



an approximate 440 foot land use buffer is included as a land use mitigation
measure to buffer the proposed project from future sensitive receptors
which could be built south of the site. Other mitigation measures throughout
the EIR reduce the remaining environmental impacts rioted in the EIR to less
than significant levels.With the above mitigation measures imposed for noise, air quality, climate
change and greenhouse gas emissions, aesthetics and agricultural and traffic
impacts, any environmental impacts from the proposed project and use will be
significantly reduced but are still considered as significant and
unavoidable, thereby requiring a statement of overriding considerations. Said
mitigation measures included with the project will lessen
environmental impacts on any existing or future properties within the general
vicinity on the proposed development, and project and reduce impacts to
public health, safety and welfare.4.
    
    Location, Design and Operation The location, design and operation of the
proposed project will be compatible with existing and planned land uses in the
vicinity.FACT:Surrounding land uses include Highway 60 to the north, vacant
commercial land uses to the west, vacant business park uses to the east and
vacant R-3 (Residential 3) single-family residential properties to the
south of the site. The location, design and operation of the proposed
project will be compatible with existing and planned land uses in the
general vicinity with proposed mitigation measures, conditions of approval
and design of the plot plan and architecture of the buildings. For example,
dense landscape and proposed 11 foot screen walls provided for screening
purposes will allow for necessary compatibility of the use with any
surrounding properties in the general vicinity that would be developed in
the future.With the mitigation measures imposed for noise, air quality, climate change
and greenhouse gas emissions, aesthetics and agricultural and traffic
impacts, including an approximate 440 foot buffer from the property line of
the proposed property preventing development to occur on any of the land
planned and zoned for residential development immediately to the south of
the subject site, any environmental impacts from the proposed, project and
use will be significantly reduced. Said mitigation measures included with
the project will lessen environmental impacts on any existing or future
properties within the general vicinity of the proposed development
 
 4




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##### 



and project, reduce impacts to public health; safety and welfare, and
provide greater compatibility of land uses between the proposed project
and surrounding properties in the general vicinity.5.
    
    The project conforms with any applicable provisions of the Citys
redevelopment plan.FACT:The project site does not reside in a redevelopment
area or within the plan.
 C.
    
    FEES, DEDICATIONS, RESERVATIONS, AND OTHER EXACTIONS
 1.
  2. DEDICATIONS, RESERVATIONS; AND OTHER EXACTIONS
  3.
  
 5




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##### 



failure to timely follow this procedure will bar any subsequent legal
action to attack, review, set aside, void or annul imposition.Your right to protest the fees, dedications, reservations,
or other exactions does, not apply to planning, zoning,
grading, or other similar application processing fees
or service fees in connection with this project, and it does not
apply to any fees, dedication, reservations, or other exactions
of which you have been given a notice similar to this nor does
it revive challenges to any fees for which the Statute of
Limitations has previously expired.
 BE IT FURTHER RESOLVED HEREBY APPROVES APPROVING
 th
 /s/ ILLEGIBLEMayorATTEST:/s/
JANE HALSTEADCity ClerkAPPROVED AS TO FORM:/s/ ILLEGIBLECity Attorney
 
 6




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##### 



RESOLUTION JURAT
 STATE OF CALIFORNIA
    
    
    )COUNTY OF RIVERSIDE
    
    
    ) ss.CITY OF MORENO VALLEY
    
    
    )
  AYES:
    
    Council Members Batey, Hastings,
Molina, Mayor Pro Tem Flickinger
and Mayor StewartNOES:
    
    NoneABSENT:
    
    NoneABSTAIN:
    
    None
 /s/ JANE HALSTEADCITY CLERK(SEAL)
 
 
 7




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##### 



CITY
OF MORENO VALLEYFINAL CONDITIONS OF APPROVAL
PLOT PLAN (PA07-0091)
APN: 488-350-001 through 002 and 488-360-001 through 012.
 APPROVAL DATE:
    
    February 10, 2009EXPIRATION DATE:
    
    February 10, 2012
 x
    
    Planning (P), including School District (S), Post Office (PO), Building (B)
 x
    
    Fire Prevention Bureau (F)
 x
    
    Public Works, Land Development (LD)
 x
    
    Public Works, Special Districts (SD)
 x
    
    Public Works  Transportation Engineering (TE)
 x
    
    Parks & Community Services (PCS)
 x
    
    Police (PD)
 x
    
    Moreno Valley Utilities
 o
    
    Other (Specify or Delete)
 Note: All Special conditions are in bold lettering.
 COMMUNITY DEVELOPMENT DEPARTMENT
 Planning
Division
 GENERAL
CONDITIONS
 P1.
    
    This approval shall expire three years after the approval date of this project
unless used or extended as provided for by the City of Moreno Valley Municipal Code;
  Timing Mechanisms for Conditions (see abbreviation at beginning of affected condition):
 R  Map Recordation
    
    GP  Grading Permits
    
    CO  Certificate of Occupancy or building finalWP  Water Improvement Plans
    
    BP  Building Permits
    
    P  Any permit
 Governing Document (see abbreviation at the end of the affected condition):
 GP  General Plan
    
    MC  Municipal Code
    
    CEQA  California
Environmental Quality ActOrd  Ordinance
    
    DG  Design Guidelines
    
    Ldscp  Landscape Development Guidelines and SpecsRes  Resolution
    
    UFC  Uniform Fire Code
    
    UBC  Uniform Building CodeSBM  Subdivision Map Act
  8
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 9
 otherwise it shall become null and void and of no effect whatsoever. Use means
the beginning of substantial construction contemplated by this
approval within the three-year period, which is thereafter pursued to completion, or
the beginning of substantial utilization contemplated by this approval. (MC 9.02.230)
(Advisory)
 P2.
    
    The site shall be developed in accordance with the approved plans on file in the
Community Development Department  Planning Division, the Municipal Code
regulations, General Plan, and the conditions contained herein. Prior to any use of
the project site or business activity being commenced thereon, all Conditions of
Approval shall be completed to the satisfaction of the City Planning Official. (MC
9.14.020) (Advisory)
 P3.
    
    The developer, or the developers successor-in-interest, shall be responsible for
maintaining any undeveloped portion of the site in a manner that provides for the
control of weeds, erosion and dust. (MC 9.02.030) (Advisory)
 P4.
    
    A drought tolerant, low water using landscape palette shall be utilized throughout
the project.
 P5.
    
    All landscaped areas shall be maintained in a healthy and thriving condition, free
from weeds, trash and debris. (MC 9.02.030) (Advisory)
 P6.
    
    Any signs indicated on the submitted plans are not included with this approval.
Any signs proposed for this development shall be designed in conformance with the
sign provisions of the Development Code or approved sign program, if applicable,
and shall require separate application and approval by the Community Development
Department  Planning Division. (MC 9.12.020)
 P7.
    
    (GP) All site plans, grading plans, landscape and irrigation plans, fence/wall
plans, lighting plans and street improvement plans shall be consistent with this
approval. (Advisory)
 Prior to Issuance of Grading Permits
  9
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 10
 P8.
    
    (GP) Prior to issuance of any grading permit, the developer shall submit for
review and approval of a tree plan to the Planning Division. The plan shall
identify all mature trees (4 inch trunk diameter or larger) on the subject property
and City right-of-way. Using the grading plan as a base, the plan shall indicate
trees to be relocated, retained, and removed. Replacement trees shall be: shown on
the landscape/irrigation plan; be a minimum size of 24 inch box; and meet a ratio of
three replacement trees for each mature tree removed or as approved by the Community
Development Director. (GP Objective 4.4, 4.5, DG)
 P9.
    
    (GP) Prior to approval of any precise grading permits, plans for any security gate
system shall be submitted to the Community Development Department
 Planning Division
for review and approval.
 P10.
    
    (GP) Prior to approval of any grading permits, the developer shall submit final
landscape and irrigation plans within the State Highway 60 right-of-way adjacent to
the project site consistent with the State Highway 60 Corridor Design Manual. The
plans shall be submitted to the Community Development Department  Planning Division
for review and approval. (MC 9.14.100)
 P11.
    
    (GP) Prior to the issuance of any grading permits and prior to any physical
disturbance of any natural drainage course, for any area determined to contain
riparian vegetation, the applicant shall obtain a stream bed alteration agreement or
permit, or a written waiver of the requirement for such an agreement or permit, from
both the California Department of Fish and Game and the U.S. Army Corps of
Engineers. Written verification of such a permit or waiver shall be provided to the
Community Development Department  Planning Division and the Public Works Department
 Land Development Division. (CEQA, State and Federal codes)
 P12.
    
    (GP) Prior to issuance of any grading permits, mitigation measures contained in the
Mitigation Monitoring Program approved with this project shall be implemented as
provided therein. (CEQA) (Advisory)
 P13.
    
    (GP) Decorative pedestrian pathways shall
be shown on the precise grading plan.
(Advisory) (GP Objective 46.8, DG)
  10
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 11
 P14.
    
    (GP) Prior to issuance of grading permits, the developer shall submit
wall/fence plans to the Planning Division for review and approval for all fences
and walls required or proposed on site, included, but not limited to the 11 foot
screening wall along the perimeter of the site including pilasters and caps or
alternative design as approved by the Community Development Director. (MC
9.08.070)
 P15.
    
    (GP) Prior to approval of a precise grading plan, final landscaping and
irrigation plans shall be submitted to the Community Development Department 
Planning Division for review. All landscape plans shall be approved prior to the
release of any building permits for the site. After the third plan check review
for landscape plans, an additional plan check fee shall apply. The plans shall be
prepared in accordance with the Citys Landscape Standards and Specifications
and shall include:
 A.     A landscape berm, hedge or a maximum 3 foot decorative wall is required
adjacent to parking areas along all public rights-of-way.
 B.     All finger and end planters shall be included at an interval of one per 12
parking stalls, be a minimum 5 x 16, and include additional 12 concrete
step-outs
and 6 curbing. (MC9.08.230, Citys Landscape Standards)
 C.     All diamond planters shall be included at an interval of one per 3 parking
stalls.
 D.     Drought tolerant landscape
shall be provided.
 E.     Trees shall be planted at an equivalent of one (1) tree per thirty (30) linear
feet of building dimension. Trees may be massed for pleasing aesthetic effects.
 F.     Enhanced landscaping shall be included at all driveway and corner
locations as well as along Highway 60 to provide proper screening of trucks.
 G.     All site perimeter and parking lot landscape and irrigation shall be installed
prior to the release of certificate of any occupancy permits for the site or pad in
question (master plot plan).
 H.     The review of all utility boxes, transformers etc. shall be coordinated to
provide adequate screening from public view. (Landscape Guidelines)
 I.     Landscaping on three sides of all trash enclosures shall be provided.
 J.     Dense landscape (spacing of one tree per 20 feet) shall be placed in
front of the wall along all designated yard areas and vines shall be planted at
the base of the wall and be directed along said wall.
 K.     A minimum size of 36 box mature trees shall be placed along the
freeway or northern elevations of the building.
 L.     Minimum 24 inch box Eucalyptus Nicholii shall be used for the street
  11
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 12
 trees along the Eucalyptus Avenue frontage. Spacing of
trees shall be limited to 80
foot on center for parkways and medians in sight line distance areas noted on the
plans; however trees to the equivalency of 40 foot on center shall be planted in
the parkway for the entire site. Additional denser parkway tree placement (between
25 to 30 feet on center) would be required for areas outside of the line of sight A
preferred alternative to placing trees only on the designated parkway landscape
areas would be to widen the four foot landscape separation between the sidewalk and
trail to 8 feet and reduce the parkway landscape to 8 feet in site line distance
areas to provide additional trees within the designated line of sight areas
alternating at 80 foot spacing to achieve the overall 40 foot spacing requirement.
 M.     Focal entries of the site on Eucalyptus Avenue are void of trees and or shrubs on
the preliminary landscape plan and they shall be shown on the plans, or
alternatively document on the landscape and tree plans that the equivalency of one
tree per 30 linear feet of building dimension visible from the parking lot and all
public rights of away in addition to on tree per 30 linear feet of parking lot
adjacent to the interior property is being met.
 PRIOR TO BUILDING PERMITS
 P16.
    
    (BP) Prior to issuance of building permits, the Community Development Department 
Planning Division shall review and approve the location and method of enclosure or
screening of transformer cabinets, commercial gas meters and back flow preventers as
shown on the final working drawings. Location and screening shall comply with the
following criteria: transformer cabinets and commercial gas meters shall not
be located within required setbacks and shall be screened from public
view either by architectural treatment or with landscaping; multiple electrical
meters shall be fully enclosed and incorporated into the overall architectural design
of the building(s); back-flow preventers shall be screened by landscaping that will
provide complete screening upon maturity. (GP Objective 43.30, DG) (Advisory)
 P17.
    
    (BP) Prior to issuance of building permits, screening details shall be addressed on
plans for roof top equipment and trash enclosures submitted for Community Development
Department  Planning Division review and approval. All equipment shall be completely
screened so as not to be visible from public view, and the screening shall be an
integral part of the building. For trash enclosures, landscaping shall be included
on at least three sides. The trash enclosure, including any roofing, shall be
compatible with the architecture for the building(s).
  12
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 13
 (GP Objective 43.6, DG) (Advisory)
 P18.
    
    (BP) Prior to issuance of building permits, two copies of a detailed, on-site,
computer generated, point-by-point comparison lighting plan, including exterior
building, parking lot, and landscaping lighting, shall be submitted to the Community
Development Department  Planning Division for review and approval. The lighting
plan shall be generated on the plot plan and shall be integrated with the final
landscape plan. The plan shall indicate the manufacturers specifications for light
fixtures used and shall include style, illumination, location, height and method of
shielding. The fighting shall be designed in such a manner so that it does not
exceed 0.5 foot candles illumination beyond at the property line. The lighting level
for all parking lots or structures shall be a minimum coverage of one foot-candle of
light with a maximum of eight foot-candles. After the third plan check review for
lighting plans, an additional plan check fee will apply. (MC 9.08.100, DG)
(Advisory)
 P19.
    
    (BP) Prior to issuance of building permits, the developer or developers
successor-in-interest shall pay all applicable impact fees, including but not
limited to Transportation Uniform Mitigation fees (TUMF), Multi-species Habitat
Conservation Plan (MSHCP) mitigation fees, and the Citys adopted Development Impact
Fees. (Ord) (Advisory)
 P20.
    
    (P) Prior to issuance of building permits, final landscaping and irrigation plans
shall be approved by the Planning Division prior to the release of any building
permits for the site. After the third plan check review for landscape plans, an
additional plan check fee shall apply. The plans shall be prepared in accordance
with the Citys Landscape Standards and Specifications and shall include:
 A.     A landscape berm, hedge or a maximum 3 foot decorative wall is required
adjacent to parking areas along all public rights-of-way.
 B.     All finger and end planters
shall be included at an interval of one per 12
parking stalls, be a minimum 5 x 16, and include additional 12 concrete
step-outs
and 6 curbing. (MC9.08.230, Citys Landscape Standards)
 C.     All diamond planters shall be included at an interval of one per 3 parking
stalls.
 D.     Drought tolerant landscape shall be provided.
 E.     Trees shall be planted at an
equivalent of one (1) tree per thirty (30) linear
feet of building dimension. Trees may be massed for pleasing aesthetic effects.
 F.     Enhanced landscaping shall be included at all driveway and corner
locations as well as along Highway 60 to provide proper screening of trucks.
  13
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 14
 G.     All site perimeter and parking lot landscape and irrigation shall be installed
prior to the release of certificate of any occupancy permits for the site or pad
in question (master plot plan).
 H.     The review of all utility boxes, transformers etc. shall be coordinated to
provide adequate screening from public view. (Landscape Guidelines)I.     Landscaping on three sides of all trash enclosures shall be provided.J.     Dense landscape (spacing of one tree per 20 feet) shall be placed in front of the
wall along all designated yard areas and vines shall be planted at the base of the
wall and be directed along said wall.
 K.     A minimum size of 36 box mature trees shall be placed along the freeway or
northern elevations of the building.
 L.     Minimum 24 inch box Eucalyptus Nicholii shall be used for the street trees
along the Eucalyptus Avenue frontage. Spacing of trees shall be limited to 80 foot
on center for parkways and medians in sight line distance areas noted on the
plans; however trees to the equivalency of 40 foot on center shall be planted in
the parkway for the entire site. Additional denser parkway tree placement (between
25 to 30 feet on center) would be possible for areas outside of the line of sight.
An alternative to placing trees only on the designated parkway landscape areas
would be to widen the four foot landscape separation between the sidewalk and
trail to 8 feet and reduce the parkway landscape to 8 feet in site line distance
areas to provide additional trees within the designated line of sight areas.
 M.     Focal entries of the site on Eucalyptus Avenue are void of trees and or shrubs
on the preliminary landscape plan and they shall be shown on the plans, or
alternatively document on the landscape and tree plans that the equivalency of one
tree per 30 linear feet of building dimension visible from the parking lot and all
public rights of away in addition to on tree per 30 linear feet of parking lot
adjacent to the interior property is being met.
 P21.
    
    Prior to the issuance of building permits, landscape and irrigation plans for
common areas maintained by the Property Owners Association shall be submitted to
the Community Development Department  Planning Division. All landscape plans shall
be approved prior to the release of any building permits for the site. The plans
shall be prepared in accordance with the Citys Landscape Development Guidelines.
Landscaping is required for the sides and or slopes of all water quality basin and
drainage areas, while a hydroseed mix w/irrigation is acceptable for the bottom of
the basin areas. All detention basins shall include trees, shrubs and groundcover
up to the concreted portion of the basin. A solid decorative wall with pilasters,
tubular steel fence
  14
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 15
 with pilasters or other fence or wall approved by the Community Development
Director is required to secure all water quality and detention basins.
 P22.
    
    (BP) Prior to the issuance of building permits, the landscape plans shall
include landscape treatment for trash enclosures to include landscape on three
sides, and trash enclosures shall include decorative enhancements such as an
enclosed roof and other decorative features that are consistent with the
architecture of the proposed commercial buildings on the site, subject to the
approval of the Community Development Director.
 P23.
    
    (BP) Prior to the issuance of building permits, all fences and walls required or
proposed on site, shall be approved by the Community Development Director. (MC
9.08.070)
 P24.
    
    (BP) Prior to issuance of a building permit for Phase 1, proof of a driveway
reciprocal access easement between Parcels 1 and 4 shall be provided to the
Public Works and Community Development Department.
 P25.
    
    (BP) Downspouts will be interior to the building, or if exterior, integrated
into the architecture of the building to include compatible colors and materials
to the satisfaction of the Community Development Director. This item shall be
noted on the final plot plan drawings.
 P26.
    
    (BP) Prior to the issuance of building permits, evidence of a reciprocal access
easement agreement for Parcel 4, including the maintenance of trees and other
landscape materials would be required.
 P27.
    
    (BP) Prior to the issuance of building permits, a full elevation set, including
the northeast focal point of the building adjacent to Highway 60 and Theodore
Street, shall be submitted. Said elevations shall be reviewed and approved by the
Planning Commission prior to the release of any building permits.
 P28.
    
    (BP) Prior to the issuance of building
permits, the precise grade or final landscape
plans shall include decorative paving at all
driveway locations.
  15
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 16
 PRIOR TO CERTIFICATE OF OCCUPANCY
 P29.
    
    (CO) Prior to issuance of Certificates of Occupancy or building final, all
required landscaping, buildings, lighting, parking lot improvements including,
but limited to paving and striping, and irrigation shall be installed for the
required phase. (DC 9.03.040) (Advisory)
 P30.
    
    (CO) Prior to the issuance of Certificates of Occupancy or building final, all
required and proposed fences and walls shall be constructed and installed for
the required phase according to the approved plans on file in the Community
Development Department  Planning Division. (MC 9.080.070) (Advisory).
 P31.
    
    (BP/CO) Prior to issuance of Certificate of Occupancy or building final, all
required landscaping and irrigation, including basins, shall be reviewed by the
Community Development Department  Planning Division. The landscaping shall be
installed for the required phase in accordance with the Citys Landscape Standards
the approved landscape plans, and conditions of approval included in the grading
and building sections above. (Advisory)
 P32.
    
    (CO) All rooftop equipment shall be appropriately screened and not visible from
the Highway 60 right of way.
 OTHER CONDITIONS NOT TIED TO GRADING BUILDING OR OCCUPANCY
 P33.
    
    Loading or unloading activities shall be conducted from the truck bays or
designated loading areas only. (MC 9.10.140, CEQA) (Advisory)
 P34.
    
    Three building phases are included under Tentative Parcel Map No. 35629, while a
plot plan (PA07-0091) has been included for Phase 1. All development under Phases
2 and 3 (Parcels 2, 3 and 4) would require submittal of separate plot plans and
review and approval from the Planning Commission.
 MITIGATION MEASURES
 P35.
    
    MM A-1  During project construction, the construction site manager or supervisor
shall ensure that construction lighting shall be limited to lighting within the
work area and light trespass shall be avoided though directional lighting,
shielding, and other similar control measures.
  16
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 17
 P36.
    
    MM A-2. Enhanced architectural and landscaping treatment shall be utilized along
the building frontage with State Route (SR) 60 to minimize or soften views of long
expanses of the upper elevations of buildings. Examples of alternative treatment
measures may include, but not be limited to the following:
 
    
    Use of color; or
 
    
    Texture variation; or
 
    
    Roof line variation.
 P37.
    
    MM AQ-1. Prior to construction of the project, the project applicant shall comply
with SCAQMD Rule 403 by providing a Fugitive Dust Control Plan that describes the
application of best management practices to control fugitive dust during
construction. Best management practices shall include:
 
    
    Application of water on disturbed soils a minimum of three times per day;
    
    Covering haul vehicles;
    
    Replanting disturbed areas as soon as practical;
    
    Restricting vehicle speeds on unpaved roads to 15 mph;
    
    Suspension of all grading activities during high wind speeds in excess
of 25 mph.
    
    A Large Operation notification shall be submitted to the SCAQMD prior
to construction.
    
    Project applicant to designate a person(s) to monitor the dust control
program and to order increased watering, as necessary.
    
    Post a sign with the telephone number and person to contact regarding
dust complaints. The person shall take corrective action within 24 hours.
    
    Complete all roadways, driveways, sidewalks, etc. as soon as possible;
building pads should be developed as soon as possible after grading
unless seeding, polymer, water, landscaping, soil binders, or similar means
are applied within five working days after grading completion to minimize
fugitive dust.
    
    Street sweeping shall be accomplished as needed to remove soil transport
to adjacent areas; sweeping shall require use of equipment certified under
SCAQMD Rule 1186.1.
 P38.
    
    MM AQ-2. The project applicant shall meet CARB standards by assuring use of lowest emission
construction equipment reasonably available for use on
  17
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 18
 this project. The construction fleet average shall meet or exceed Tier II
level and the applicant shall provide incentives in the bidding process in
selecting construction contractors that propose the lowest-emission construction
equipment (i.e., high pressure injectors; smaller engine sizes; electric
equipment; gasoline powered equipment with catalytic converters; and
alternatively fueled construction equipment).
 The applicant shall also provide incentives in the bidding process in selecting
grading and construction contractors that propose the use of equipment using
Level III diesel particulate filters.
 P39.
    
    MM AQ-3. During project construction, construction equipment shall be properly
maintained in accordance with manufacturers specifications; maintenance shall
include proper tuning and timing of engines. During maintenance, precautions shall
be taken to ensure that fuel is not leaked onto the ground. Equipment maintenance
records and equipment design specification data sheets shall be kept onsite during
construction and subject to inspection by the SCAQMD.
 P40.
    
    MM AQ-4. During project construction, the project applicant shall require all
contractors to turn off all construction equipment and delivery vehicles when not
in use or prohibit idling in excess of five (5) minutes.
 P41.
    
    MM AQ-5. Prior to issuance of a grading permit, the project applicant shall
provide a traffic control plan to the City of Moreno Valley that will describe in
detail safe detours around the project construction site with temporary traffic
control (e.g., flag person) during construction-related truck hauling activities,
as required by the City. Construction activities that affect traffic flow on the
arterial system shall be minimized by scheduling such activities to off-peak
hours. Construction truck travel shall be routed to minimize travel on congested
streets and near to sensitive receptor areas. Construction traffic shall gain
access to the project site via Theodore Street and Eucalyptus Avenue to the
greatest extent possible to minimize traffic and dust along Redlands Boulevard.
The traffic control plan is primarily intended as a safety measure but also can
minimize traffic congestion and delays that increase idling and acceleration
emissions. The traffic control plan shall be prepared in accordance with U.S.
Department of Transportation Federal Highways Administration Rule on Work Zone
Safety 23 CFR 630 Subpart J, Developing and Implementing Traffic Management Plans
for Work Zones.
  18
    
    Resolution No. 2009-11
Exhibit A
Date Adopted: February 10, 2009




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 19
 P42.
    
    MM AQ-6. All paints shall be low VOC paints and applied using either high volume
low-pressure (HVLP) spray equipment or by hand application. For a list of low VOC
paints, refer to the website www.aqmd.gov/prdas/brochures/paintguide.html.P43.
    
    MMAQ-7A. Construction Phases. Prior to the issuance of grading permits, the
developer shall provide documentation to the City of Moreno Valley indicating that
construction workers will be encouraged to carpool to the greatest extent practical,
including providing information on park and ride programs available to workers. The
project shall also provide for lunch services onsite during construction to minimize
the need for offsite vehicle trips. Workers shall be informed in writing and a
letter placed on file at the City of Moreno Valley documenting the efforts to
encourage carpooling.P44.
    
    MM AQ-7B. Occupancy. Prior to the issuance of occupancy permits, the project
applicant shall provide documentation to the City of Moreno Valley indicating that
tenant workers will be encouraged to carpool to the greatest extent practical
including providing information on park and ride programs available to employees.
Employees shall be informed in writing and a letter placed on file at the City of
Moreno Valley documenting the efforts to encourage carpooling.P45.
    
    MM AQ-8. During project construction, onsite electrical hook-ups shall be provided
for electric construction tools including saws, drills and compressors, to minimize
the need for diesel powered electric generators.P46.
    
    MM AQ-9. During construction, rumble or bumper strips or similar best management
practices shall be provided where vehicles enter and exit the construction site onto
paved roads, or wash off trucks or any equipment leaving the site with each trip.P47.
    
    MM-AQ-10. Offsite construction improvements shall be limited to an 8-hour day
during daylight hours.P48.
    
    Operations- MM AQ-11. All project entrances shall be posted with
signs which state:
 
 19




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 20
 a)
    
    Diesel trucks servicing the project shall not idle for more than 3
minutes; andb)
    
    Telephone numbers of the building facilities manager and the California
Air Resources Board to report violations.
 P49.
    
    MM AQ-12. Electricity shall be provided in the loading dock areas for
transportation refrigeration units visiting the site, if any.P50.
    
    MM AQ-13. A deed restricted area to the south of the project property line,
precluding the establishment of sensitive receptors, is required. The. documents
necessary to execute the deed restriction shall be submitted to the City of
Moreno Valley prior to the issuance of a building permit. Prior to the issuance
of a Certificate of Occupancy, the area depicted on Exhibit 5.3-1 Proposed
Buffer Area from the southern property line of the project between Redlands
Boulevard and Theodore Street shall be deed-restricted in a manner acceptable to
the City of Moreno Valley to preclude the establishment of sensitive receptors
including residences, hospitals, convalescent homes, day-care centers, and
schools within this area.P51.
    
    MM AQ-14. Electrical hookups shall be provided for transport refrigeration
units within the Commercial component (Phases II and III) to eliminate the need
for idling of diesel-powered transport refrigeration units.P52.
    
    MM AQ-15. The project applicant shall include in all new lease documents the
requirement that the tenants shall utilize only trucks using refrigeration units
capable of utilizing electrical hook-ups for deliveries to the tenant.P53.
    
    MM AQ-16. The project applicant shall encourage its tenants to do
the following: have a compressed workweek schedule for its employees;
include electric powered and/or compressed natural gas fueled trucks
and/or vehicles in fleets; require or provide incentives to use
California Air Resources Board certified particulate filters that meet
level III requirements; use clean trucks, such as 2007 or newer
model year or 2010 compliant; use electric yard trucks; use trucks
with a SmartWay 1.25 rating; and electrify auxiliary power units. The
applicant shall provide documentation of its efforts to the
satisfaction of the City.P54.
    
    MM AQ-17. The project shall be designed such that the check-in
point for trucks is inside the facility property to ensure that there
are no trucks queuing
 
 20




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 21
 outside the facility.P55.
    
    MM AQ-18, Food services shall be provided onsite.P56.
    
    MM AQ-19. Prior to the Issuance of Occupancy Permits, written evidence shall be provided to
the Planning and Transportation Engineering Divisions that the project applicant shall
include in all new lease documents the requirement that the tenant shall provide employees
with incentives for carpooling or impose a parking fee.P57.
    
    MM AQ-20. The property owners association shall maximize use of electrical equipment for
landscape maintenance.P58.
    
    MM AQ-21. Prior to the issuance of a certificate of occupancy for Phase 3, traffic
signals, including interconnect hardware installed, or paid for, in whole or in part, by the
project applicant shall be synchronized by the applicant, to the satisfaction of the City
Engineer.P59.
    
    MM BR-1. To avoid impacts to nesting birds covered under the MBTA, vegetation removal
activities involving established perennial vegetation located in the urban/developed plant
community shall be avoided during avian nesting season (February 15 through August 31). If the
nesting season cannot be avoided, a nesting bird survey shall be provided no more than thirty
(30) days prior to vegetation removal activities. If no active nests are observed,
construction activity may proceed with no further monitoring. If active nests are observed, a
biological monitor shall be present during any construction activity within the vicinity of
the nest. Construction activity may encroach within the vicinity of the nesting birds at the
discretion of the biological monitor. Construction activity may proceed once the nestlings
have fledged the nest.P60.
    
    MM BR-2. (GP) Prior to issuance of a grading permit, the applicant
shall pay the mandatory mitigation fee for the SKRHCP, The mitigation fee
is a per/acre fee based on the entire property footprint and is used to
purchase land that contains occupied Stephens kangaroo rat habitat for the
purpose of conserving a large core population.
 
 21




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 22
 P61.
    
    MM BR-3. (GP) A pre-construction clearance survey for burrowing owl shall be
provided. The pre-construction survey shall be conducted by a qualified biologist
no more than thirty (30) days prior to any grading or ground disturbing
activities.If construction is to be initiated during the breeding season (February 1 through
August 31) and burrowing owl is determined to occupy any portion of the study
area during the 30-day pre-construction survey, consultation with the CDFG and
USFWS shall take place and no construction activity shall take place within 500
feet of an active nest/burrow until it has been determined that the nest/burrow
is no longer active, and all juveniles have fledged the nest/burrow. No
disturbance to active burrows shall occur without appropriate permitting through
the MBTA and/or CDFG.If active burrowing owl burrows are detected outside the breeding season
(September through January), or within the breeding season but owls are not
nesting or in the process of nesting, passive relocation may be conducted
following consultation with the CDFG and USFWS. Construction activity may occur
within 500 feet of the active nests at the discretion of the biological monitor,P62.
    
    MM BR-4. (GP) Prior to issuance of a building permit, the applicant shall pay the
mandatory mitigation fee for the MSHCP. The mitigation fee is a per unit fee based
on the residential development and a per square feet fee based on commercial or
industrial development. This will satisfy mitigation required for Impact 5.4-5 and
5.4-6.P63.
    
    MM CR-1. (GP) Prior to the issuance of a grading permit, a City-approved Project
Archaeologist shall be retained to initiate and supervise cultural resource
mitigation-monitoring during project-related earth moving in all areas of the
project, subject to certain constraints found in MM CR-2.P64.
    
    MM CR-2. Project-related archaeological monitoring shall include the
following constraints:
 1.
    
    All construction-related earth moving shall be monitored to a depth of
ten (10) feet below grade by the Project Archaeologist or his/her designated
representative;
 
 22




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 23
 2.
    
    Once 50 percent of the earth to be moved has been examined by the
Project Archaeologist, the Project Archaeologist may, at his or her
discretion, terminate monitoring if and only if no buried cultural
resources have been detected;3.
    
    If buried cultural resources are detected during monitoring, monitoring
must continue until 100 percent of virgin earth within the study area has
been disturbed and inspected by the Project Archaeologist or his/her
designated representative.4.
    
    Grading shall cease in the area of a cultural artifact or potential
cultural artifact as delineated by the Project Archaeologist or his/her designated
representative. Grading should continue in other areas of the site while
particular find are investigated; and5.
    
    If cultural artifacts are uncovered during grading, they shall be
examined by a professional archaeologist subject to MM CR-3, and
decisions shall be made as to mitigation, treatment and/or disposition
in consultation with the culturally affiliated Tribe(s), as determined by
the City. A mitigation-monitoring report must accompany the artifacts.
 P65.
    
    MM CR-3. Should buried prehistoric cultural resources be encountered during
monitoring, the resources shall be evaluated for significance in consultation
with the culturally affiliated Tribe(s), as determined by the City, following
CEQA Guidelines prior to continuance of grading in the area.P66.
    
    MM CR-4. The City of Moreno Valley shall designate culturally affiliated
Tribe(s) to monitor the project. Qualified representatives of the Tribal Group(s)
shall be granted access to the project site to monitor all activities monitored
by the Project Archaeologist.P67.
    
    MM CR-5. (GP) Prior to the issuance of a grading permit, a City-approved Project
Paleontologist shall be retained to initiate and supervise paleontological mitigation-monitoring in all areas of the project,
subject to certain constraints found below:
 1.
    
    Once excavations reach ten (10) feet in depth, monitoring of
excavation in areas identified as likely to contain paleontologic resources
by a
 
 23




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##### 



PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 24
 qualified paleontologic monitor or his/her representative must take
place.2.
    
    Paleontological monitors shall be equipped to salvage fossils as they
are unearthed to avoid construction delays and to remove samples of
sediments that are likely to contain the remains of small fossil
invertebrates and vertebrates.3.
    
    Monitors shall be empowered to temporarily halt or divert equipment to
allow removal of abundant or large specimens, and,4.
    
    Monitoring may be reduced if the potentially fossiliferous units
described herein are not present, or, if present, are determined upon
exposure and examination by qualified paleontologic personnel to have low
potential to contain fossil resources.
 P68.
    
    MM CR-6. Although considered unlikely, there is always the possibility that
ground-disturbing activities may uncover previously unknown human remains. Should
this occur, Section 7050.5 of the California Health and Safety Code applies, and
the following procedures shall be followed.In the event of an accidental discovery or recognition of any human remains,
California Health & Safety Code 7050.5 and California Public Resource Code (PRC)
Section 5097.98 must be followed. In this instance, once project-related
earthmoving begins and if there is accidental discovery or recognition of any
human remains, the following steps shall be taken:
 1.
    
    There shall be no further excavation or disturbance of the site or
any nearby area reasonably suspected to overlie adjacent human remains
until a determination as to disposition and treatment is made. The
Riverside County Coroner shall be contacted to determine if the remains are
Native American and if an investigation of the cause of death is required.
If the coroner determines the remains to be Native American, the coroner
shall contact the NAHC within 24 hours to allow the NAHC to identify the
person or persons it believes to be the most likely descendant (MLD) of
the deceased Native American. The MLD may make recommendations and enter
into consultation with the landowner, for means of treating or disposing
of, with appropriate dignity, the human remains and any associated grave
goods as provided in PRC Section 5097.98.
 
 24




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 25
 P69.
    
    The project will be subject to the Citys Grading Ordinance and all applicable
California Building Codes. MM GEO-1. During excavation and grading activities a
qualified engineering geologist shall observe the in-grading excavation to confirm
the absence of any fault features within the building site. If any currently unknown
fault features are observed, such features shall be evaluated by the geologist and, if
determined necessary, remediation measures or other measures as appropriate shall be
implemented to address such features in accordance with applicable City and State
requirements. The geologists record of observations shall be summarized in a final
report to be submitted to the City at the conclusion of excavation/grading activities.P70.
    
    MM HH-1. The fire protection system shall be designed per National Fire Protection
Agency (NFPA) 13 to provide an Early Suppression Fast Response (ESFR) sprinkler
system protection. Temperature rating of sprinkler heads to be per the Fire
Departments requirements.P71.
    
    MM HH-2. A complete on-site fire protection underground system shall be provided per
NFPA 24 and specific requirements of the local authorities. This system shall include
hydrants, sectional valves, backflow prevention, and Fire Department connections.P72.
    
    MM HH-3. Riser assemblies shall include mechanical alarm valves.
System control valves shall either be riser mounted with wall post
extensions or exterior post indicator valves as required by the local
authority. All required devices for central station alarm system
interface shall be provided.P73.
    
    MM HH-4. System design, material, and installation shall comply
with NFPA 13 and the other previous NFPA standards. It shall also
comply with CBC and UFC standards. Approvals will also be obtained
from the owners insurance authority.P74.
    
    MM LU-1. A deed restricted area to the south of the project
property line, precluding the establishment of sensitive receptors, is
required. The documents necessary to execute the deed restriction
shall be submitted to the City of Moreno Valley prior to the issuance
of a building permit. Prior to the issuance of a Certificate of
Occupancy, the area depicted on Exhibit 5.3-1 Proposed Buffer
Area from the southern property line of the project between Redlands
Boulevard and Theodore Street shall be deed-restricted in a manner
 
 25




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 26
 acceptable to the City of Moreno Valley to preclude the establishment of
sensitive receptors including residences, hospitals, convalescent homes, day-care
centers, and schools within this area. (MM AQ-13)P75.
    
    MM N-1. No Construction Vehicles on Redlands Boulevard south of Future Eucalyptus
Avenue. Other than construction vehicles necessary for identified offsite
improvements within Redlands Boulevard, no construction vehicles shall be allowed
in the vicinity of any residences on Redlands Boulevard south of existing
Fir/future Eucalyptus Avenue. The prohibition for construction traffic shall apply
to all phases of the proposed project.*P76.
    
    MM N-2. No nighttime grading or construction within 1,200 Feet of Residences south of
Future Eucalyptus Avenue. City grading hours are from 7 a.m. to 8 p.m., Monday through
Friday. No grading or construction activities shall occur at night (8 p.m. to 7 a.m.) within
1,200 feet from any noise-sensitive land uses (i.e. occupied residences including yard
areas, schools, etc.) located south of SR-60 (Exhibit 5.11-6 shows the current location of
occupied residences). Prior to the issuance of a grading permit, the project applicant shall
submit a Noise Reduction Compliance Plan (NRCP) to the City as part of the grading permit
submittal showing the limits of nighttime construction based on the location of occupied
residential dwellings and their associated parcels, and other noise sensitive uses. The
limits of nighttime grading or construction shall be shown on the NRCP and grading plan
submitted to the City.The limits of construction allowed at night shall be staked or posted on site, and
contractors will be provided with a copy of the plan showing the limits of nighttime
construction.In the event any new residential units or other noise sensitive land uses are built and
occupied in the vicinity of the project site prior to completion of Phase 1 construction,
nighttime construction and grading activities shall be prohibited within 1,200 feet of such
residences. Compliance shall be demonstrated through a modification of the NRCP.With the implementation of this mitigation measure, the loudest noise level that would be
experienced at any developed residential parcel would be less than 55 dBA (Leq) during the
nighttime, and this level would be consistent with the limits established in the Citys
Noise Ordinance. Compliance with these standards during Phase 1 construction of the
project should be assured
 
 26




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 27
 through the Noise Reduction Compliance Plan (NRCP) and periodic
monitoring of noise levels at developed residential parcels within 1,200 feet
of the project site.P77.
    
    MM N-3. Daytime Construction Noise. City grading hours are from 7 a.m. to 8
p.m., Monday through Friday. If project site grading activities must occur
within 560 feet of noise-sensitive land uses during the daytime (7 a.m. to 8
p.m.), then temporary sound barriers of sufficient height and density to
reduce daytime noise levels to 60 dBA (Leq) or less shall be placed between the
grading activities and the noise-sensitive land uses. Prior to the issuance of
a grading permit, the developer shall submit a NRCP to the City as part of the
grading permit submittal showing the limits of daytime construction based on
the 560 foot setback in relation to the location of occupied residential
dwellings and their associated parcels and other noises sensitive uses.In the event any new residential units or other noise sensitive land uses are
built and occupied in the vicinity of the project site prior to completion of
Phase 1 construction, the NRCP shall be modified to show a the revised new 560
foot setback for day time construction and grading activities in relation to
the new residences.With the implementation of this mitigation measure the loudest noise level
that would be experienced at any developed residential parcel would be less
than 60 dBA (Leq) during the daytime, and these levels would be consistent
with the limits established in the Citys Noise Ordinance. Compliance with
these standards during Phase 1 construction of the project should be assured
through the NRCP and periodic monitoring of noise levels at developed
residential parcels within 560 feet of the project site. This mitigation
measure does not apply to off-site construction.P78.
    
    MM N-4. Require Equipment Maintenance. All construction equipment shall be
maintained in good working order and fitted with the appropriate silencers,
mufflers or acoustic covers where applicable.P79.
    
    MM N-5. Locate Material Stockpiles 1,200 Feet from Residences
south of the Freeway. Material stockpiles shall be located at least
1,200 feet from residences south of future Eucalyptus Avenue along
Theodore Street and Redlands Boulevard. Remotely locating the
stockpiles reduces the noise at the residences from equipment
traveling to and from the stockpiles and the
 
 27




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 28
 noise that is sometimes associated with handling of material.P80.
    
    MM TT-1. (CO)Prior to issuance of Certificate of Occupancy for Phase 1, turn
lanes shall be improved along Theodore Street at SR-60 and at Eucalyptus
Avenue. In addition, minor pavement shall be added to the Eastbound and West
bound State Route 60 Freeway ramp intersections with Theodore Street to
accommodate truck turning movements. These proposed improvements should enhance
safety and improve mobility between the freeway and Eucalyptus Avenue.P81.
    
    MM TT-2. Concurrent with the submittal of the plot plan for Phase 3 of the
proposed project, the project applicant shall submit a supplemental traffic
study assessing the projects contribution to the traffic impacts at the
Redlands Boulevard intersection with SR-60 ramps, as well as Theodore Street at
SR-60. Approval of the supplemental traffic study must occur prior to the
approval of entitlements for the Phase 3 Plot Plan. The project applicant shall
contribute to the costs of the interim intersection improvements required to
provide adequate capacity for all phases of the project. Said contribution
shall be on a fair-share basis considering the buildout of adjacent areas.
Payment of such costs shall be provided prior to the issuance of a building
permit for Phase 3. If the timing of Phase 3 of the project precedes the
planned interim improvements, the project shall be required to construct
interim improvements needed to provide adequate capacity to serve the project.P82.
    
    MM TT-3. The project applicant shall construct the easterly leg of the
intersection located at Redlands Boulevard and Eucalyptus Avenue at the
ultimate design required to provide adequate capacity for all phases of the
project and buildout of the adjacent areas. The design tentatively consists of a
dedicated westbound left turn lane, two westbound through lanes and a dedicated
westbound right turn lane. Final geometries shall be determined after receiving
the supplemental traffic study identified in MM TT 2. Construction of required
improvements shall be completed prior to the issuance of occupancy permits for
Phase 3 of the project.P83.
    
    MM TT(C)-1. (CO) Prior to issuance of certificate of occupancy for Phase 1 of
the project, turn lanes shall be provided along Theodore Street at SR-60 and at
Eucalyptus Avenue. In addition, minor pavement shall be added to the
 
 28




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 29
 Eastbound and West bound State Route 60 Freeway ramp intersections with
Theodore Street to accommodate truck turning movements These proposed
improvements should enhance safety and improve mobility between the freeway and
Eucalyptus Avenue.P84.
    
    MM TT(C)-2. The short-range analysis shows project impacts at the Redlands
Boulevard interchange and at the Redlands Boulevard/Eucalyptus Avenue
intersection. At the interchange, improvements are planned and the project shall
participate on a fair share basis if private funding is needed. If the timing of
Phase 3 of the project precedes the planned interchange improvements, the project
shall contribute to interim improvement to provide adequate capacity until the
ultimate improvements are completed. These interim improvements include additions
of left and right turn lanes at Redlands Boulevard, SR 60 Ramps, and Eucalyptus
Avenue. The interim improvements would be the shared responsibility of the
proposed project and cumulative projects. Fair share participation and/or
contribution to interim improvements, as applicable, shall be required prior to
the issuance of a building permit for Phase 3 of the projectP85.
    
    MM TT(C)-3. At the time of the submittal of the plot plan for Phase 3 of the
proposed project, the applicant shall submit a supplemental traffic study
assessing the projects contribution to the impacts at the Redlands Boulevard
intersection with SR-60 ramps, as well as Theodore Street at SR-60. The developer
shall contribute to the costs on a fair share basis of the intersection
improvements required to provide adequate capacity for all phases of the project
and buildout of the adjacent areas. If the timing of Phase 3 of the project
precedes the planned improvements, the project shall be required to construct
interim improvements to provide adequate capacity until the ultimate improvements
are completed.P86.
    
    MM W-1. Prior to issuance of a Precise Grading Permit, Planting and Irrigation
Plans shall be submitted for review and prior to the issuance of a building
permit, approved by the City. Such plans shall contain the following components:
 
    
    The plans shall incorporate water conservation principles as detailed
in the Moreno Valley Municipal Code § 9.17.030 Landscape and irrigation
design standards.
 
 29




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 30
 
    
    Plant types shall be grouped together according to their water, soil,
sun and shade requirements and in relationship to the buildings. Plants
with different water needs shall be irrigated separately.
    
    Plans shall be
designed in accordance with soil tests to determine appropriate
specifications of soil amendments and to facilitate selection of
water-efficient plant species suitable for the site. Soil amendments such
as compost shall be provided to improve water-holding capacity of soil,
where soil conditions warrant.
    
    All exposed surfaces of non-turf areas
within the developed landscape area shall be mulched with a minimum three
inch (3) layer of material, except in areas with groundcover planted from
flats where mulch depth shall be one and one half inches (1.5).
    
    Turf areas shall be limited to public gathering areas and used in
compliance with City approved water budget formula(s) and specifications.
    
    All irrigation systems shall be designed to prevent runoff, over-spray, low
head drainage (occurs where sprinkler systems are installed in sloped
areas) and other similar conditions where water flows offsite on to
adjacent property, non-irrigated areas, walk, roadways, or structures.
Irrigation systems shall be designed, constructed, managed, and maintained
to achieve as high an overall efficiency as possible.
    
    Landscaped areas
shall be provided with a) smart irrigation controllers which automatically
adjusts the frequency and/or duration of irrigation events in response to
changing weather conditions; b) rain-sensing devices to prevent irrigation
during rainy weather; c) anti-drain check valves installed at strategic
points to minimize or prevent low-head drainage; and d) pressure regulators
when the static water pressure exceeds the maximum recommended operating
pressure of the irrigation system.
    
    The planting areas shall be grouped in relation to moisture control zones
based on similarity of water requirements (i.e., turf separate from shrub
and groundcover, full sun exposure areas separate from shade areas; top of
slope separate from toe of slope).
 P87.
    
    MM GCC-1. The project shall be designed to meet applicable 2008
Title 24 energy efficiency requirements, or any more stringent
requirements that may be adopted prior to the issuance of building
permits for the project.
 
 30




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 31
 P88.
    
    MM GCC-2. All buildings shall be designed with cool roofs using products
certified by the Cool Roof Rating Council, and exposed roof surfaces shall use
cool paints.P89.
    
    MM GCC-3. The project shall install a photovoltaic array (solar panels) or
other source of renewable energy generation on-site, or otherwise acquire
energy from the local utility that has been generated by renewable sources, to
meet the projects Phase 1 office electricity needs.P90.
    
    MM GCC-4. The design and operation of the project shall use
ENERGY STAR-qualified energy efficient products for heating and cooling systems,
and for built-in appliances and lighting.P91.
    
    MM GCC-5. To reduce vehicle miles traveled and emissions associated with
trucks and vehicles, the following measures shall be implemented to the
satisfaction of the Community Development Director, Public Works Director,
Building Official and Transportation Division Manager:
 a)
    
    Onsite secure, weather-protected bicycle storage parking shall be
provided. Onsite showers (one for males and one for females) and
lockers for employees shall be provided in each building. Onsite
convenient bicycle parking shall be provided for retail customers.b)
    
    Any traffic lights installed as part of this project shall use Light
Emitting Diodes.c)
    
    Pedestrian and bicycle connections shall be provided to surrounding
areas consistent with the Existing General Plan.d)
    
    A Transportation Management Association (TMA) shall be established
for the project by the applicant. The TMA shall coordinate its efforts
with other TMAs in the City and encourage and coordinate carpooling
by occupants of the project. The TMA shall advertise its services to the
building occupants. The TMA shall offer transit or other incentives to
the employees to reduce greenhouse gas emissions. A shuttle shall be
provided during any one hour period where the number of employees
using public transit exceeds 20 during the period. The TMA shall
distribute public transportation information to its employees. The TMA
shall provide electronic message board space for coordinating rides.
 
 31




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 32
 Within two months after project completion, the TMA shall submit a plan to the City
that outlines the measures the TMA has implemented and contact information.e)
    
    There shall be preferential parking for carpools, vanpools, and
alternatively fueled vehicles.
 P92.
    
    MM GCC-6. The project shall provide a minimum of two electric vehicle-charging stations.P93.
    
    MM GCC-7. During onsite construction phases of mass grading, fine grading, and building
(excluding asphalt paving, trenching, and offsite improvements), off-road construction
equipment shall use biodiesel fuel (a minimum of B20, or 20 percent of biodiesel).
Construction equipment exempt from this measure include those with warranties that would be
voided if B20 biodiesel fuel is used. Prior to issuance of grading permits, the applicant
shall provide documentation to the City that verifies that certain equipment are exempt; that
a biodiesel supply has been secured; and that the construction contractor is aware that the
use of biodiesel is required.P94.
    
    MM GCC-8. Prior to issuance of a grading permit, the project shall have in place a
City-approved Solid Waste Diversion and Recycling Plan that demonstrates the diversion and
recycling of all salvageable and re-useable wood, metal, plastic and paper products used
during project construction. A similar Plan shall be in place prior to occupancy that
demonstrates the diversion and recycling of all wood, metal, plastic and paper products
during on-going operation of the warehouse and office portions of the project. The Plans
shall include the name of the waste hauler, their assumed destination for all waste and
recycled materials, and the procedures that will be followed to ensure implementation of this
measure.P95.
    
    MM GCC-9. The project shall be certifiable under Leadership in Energy and Environmental
Design (LEED). The project shall obtain the following credits from the LEED for New
Construction & Major Renovations, version 2.2 (or equivalent): Sustainable Sites Credit 7.1: Heat Island Effect, Non-Roof; LEED Energy & Atmosphere Credit 1, Optimize Energy Performance,
in part through installing skylights and utilizing energy efficient lighting. Demonstration of
 
 32




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 33
 certifiability shall be provided to the satisfaction of the City, prior
to the issuance of building permits.P96.
    
    MM GCC-10. The project shall be designed to accommodate trucks utilizing
SmartWay Truck Efficiency emission reduction features. Trailer tails
(extenders) are incompatible with loading docks and are exempt from this
measure.P97.
    
    MM GCC-11. Every truck that enters the site with a gross vehicle weight rating
over 10,000 pounds shall have an Engine Certification Label. If it does not
have the label, it shall be prohibited from entering the project site.
 Building and Safety Division
 B1.
    
    The above project shall comply with the current California Codes (CBC, CEC,
CMC and the CPC) as well as all other city ordinances. All new projects shall
provide a soils report. Plans shall be submitted to the Building Department as
a separate submittal.COMMERCIAL, INDUSTRIAL, MULTI-FAMILY PROJECTS INCLUDING CONDOMINIUMS,
TOWNHOMES, DUPLEXES AND TRIPLEX BUILDINGS REQUIRE THE FOLLOWING.Prior to final inspection, all plans will be placed on a CD Rom for reference
and verification. Plans will include as built plans, revisions and changes.
The CD will also include Title 24 energy calculations, structural calculations
and all other pertinent information. It will be the responsibility of the
developer and or the building or property owner(s) to bear all costs required
for this process. The CD will be presented to the Building Department for
review prior to final inspection and building occupancy. The CD will become the
property of the Moreno Valley Building Department at that time. In addition, a
site plan showing the path of travel from public right of way and building to
building access with elevations will be required. (Advisory)B2.
    
    (BP) Prior to the issuance of a building permit, the applicant
shall submit a properly completed Waste Management Plan (WMP), as
required, to the Compliance Official (Building Official) as a portion
of the building or demolition permit process. (Advisory)
 
 33




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PLANNING DIVISION
CONDITIONS OF APPROVAL
PAGE 34
 SCHOOL DISTRICT
 S1.
    
    (BP) Prior to issuance of building permits, the developer shall provide to the
Community Development Director a written certification by the
affected school
district that either: (1) the project has complied with the fee or other exaction
levied on the project by the governing board of the district, pursuant to
Government Code Section 65996; or (2) the fee or other requirement does not apply
to the project. (Advisory)
 UNITED STATES POSTAL SERVICE
 PO1.
    
    (BP) Prior to the issuance of building permits, the developer shall contact the
U.S. Postal Service to determine the appropriate type and location of mailboxes.
(Advisory)
 * Modified by the City Council at their meeting on 2/10/09
  
 34




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CITY OF MORENO VALLEY
COMMENTS  PLOT PLAN
Case No: PA07-0088 through PA07-0091 and P07-157
APN: 488-350-001 through 002 and 488-360-001 through 012
DATE: 12/19/08
 FIRE PREVENTION BUREAU
 1. The following Standard Conditions shall apply.
  F4.
    
    During phased construction, dead end roadways and streets which have not been completed
shall have a turn-around capable of accommodating fire apparatus. (CFC 503.1 and 503.2.5)
(ADVISORY)F5.
    
    Prior to issuance of Building Permits, the applicant/developer shall provide the Fire
Prevention Bureau with an approved site plan for Fire Lanes and signage. (MVMC 8.36.050 and
CFC 501.3) (ADVISORY)F6.
    
    Prior to building construction, all locations where structures are to be built shall have an
approved Fire Department emergency vehicular access road (all weather surface) capable of
sustaining an imposed load of 80,000 lbs. GVW, based on street standards approved by the
Public Works Director and the Fire Prevention Bureau. (CFC 501.4 and MVMC 8.36.050 Section A)
(ADVISORY)F7.
    
    Prior to building construction, fire lanes and fire apparatus access roads shall have an
unobstructed width of not less the twenty-four (24) or thirty
(30) feet as approved by the
Fire Prevention Bureau and an unobstructed vertical clearance of not less the thirteen (13)
feet six (6) inches. (CFC 503.2.1.1 and MVMC 8.36.050) (ADVISORY)F8.
    

All
roads, driveways and private roads shall not exceed 12 percent grade. (CFC 503.2.7 and
MVMC 8.36.050) (ADVISORY)F9.
    
    If construction is phased, each phase shall provide an approved emergency vehicular access
way for fire protection prior to any building construction. (CFC 501.4 and MVMC 8.36.050
Section A) (ADVISORY)F10.
    
    Prior to construction, all locations where structures are to be built shall have an approved
Fire Department access based on street standards approved by the Public Works Director and
the Fire Prevention Bureau. (CFC 501.3 and MVMC 8.36.050) (ADVISORY)
  35
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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##### 



F11.
    
    Prior to building construction, dead end roadways and streets which have not been
completed shall have a turnaround capable of accommodating fire apparatus. (CFC
503.2.5. and MVMC 8.36.050) (ADVISORY)F12.
    
    Prior to issuance of Building Permits, the applicant/developer shall participate in the Fire
Impact Mitigation Program. (Fee Resolution as adopted by City Council)F13.
    
    Prior to issuance of Building Permits, the applicant/developer shall furnish one copy of the
water system plans to the Fire Prevention Bureau for review. Plans shall:
 a)
    
    Be signed by a registered civil engineer or a certified fire protection engineer;b)
    
    Contain a Fire Prevention Bureau approval signature block; andc)
    
    Conform to hydrant type, location, spacing of new and existing
hydrants and minimum fire flow required as determined by the Fire Prevention Bureau.
 After the local water company signs the plans, the originals shall be presented to the Fire
Prevention Bureau for signatures. The required water system, including fire hydrants, shall
be installed, made serviceable, and be accepted by the Moreno Valley Fire Department prior
to Certificate of occupancy. They shall be maintained accessible. The interim Fire Master
Plan (invasion line) will provide temporary fire protection during construction.Existing fire hydrants on public streets are allowed to be considered available. Existing
fire hydrants on adjacent properties shall not be considered
available unless fire
apparatus access roads extend between properties and easements are established to prevent
obstruction of such roads. (CFC 508.1 and MVMC 8.36.100) (ADVISORY)F14.
    
    Prior to issuance of Certificate of Occupancy or Building Final, Blue Reflective Markers
shall be installed to identify fire hydrant locations in accordance with City
specifications. (CFC 510.1) (ADVISORY)F15.
    

Prior to issuance of Certificate of Occupancy or Building Final, all commercial
buildings shall display street numbers in a prominent location on the street side and
rear access locations. The numerals shall be a minimum of twelve (12) inches in height for
buildings and six (6) inches in height for suite identification on a contrasting background.
Unobstructed lighting of the address(s) shall be by means approved by the Fire Prevention
Bureau and Police Department. In multiple suite centers (strip malls), businesses shall post
the name of the business on the rear door(s). (CFC 505.1) (ADVISORY)F16.
    
    Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer
shall install a fire sprinkler system based on square footage and type of construction,
occupancy or use. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for
approval prior to installation. (CFC Chapter 9) (ADVISORY)
  36
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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##### 



F17.
    
    Prior to issuance of Certificate of Occupancy or Building Final, the
applicant/developer shall install a fire alarm system monitored by an approved
Underwriters Laboratory listed central station based on a requirement for monitoring the
sprinkler system, occupancy or use. Fire alarm panel shall be accessible from exterior of
building in an approved location. Plans shall be submitted to the Fire Prevention Bureau
for approval prior to installation. (CFC Chapter 9 and MVMC 8.36.070) (ADVISORY)F18.
    
    Prior to issuance of a Certificate of Occupancy or Building Final, a Knox Box Rapid Entry
System shall be provided. The Knox-Box shall be installed in an accessible location approved
by the Fire Chief. The Knox-Box shall be supervised by the alarm system and all exterior
security emergency access gates shall be electronically operated and be provided with Knox
key switches for access by emergency personnel. (CFC 506.1) (ADVISORY)F19.
    
    Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer
shall be responsible for obtaining underground and/or above ground tank permits for the
storage of combustible liquids, flammable liquids, or any other hazardous materials from both
the County of Riverside Community Health Agency Department of Environmental Health and the
Fire Prevention Bureau. (CFC 3401.4 and 2701.5) (ADVISORY)F20.
    
    Prior to issuance of Certificate of Occupancy, approval shall be required from the County of
Riverside Community Health Agency (Department of Environmental Health) and Moreno Valley Fire
Prevention Bureau to maintain, store, use, handle materials, or conduct processes which
produce conditions hazardous to life or property, and to install equipment used in connection
with such activities. (CFC 2701.5) (ADVISORY)F21.
    
    Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer must
submit a simple plot plan, a simple floor plan, and other plans as requested, each as an
electronic file in .dwg format, to the Fire Prevention Bureau. Alternate file formats may
be acceptable with approval by the Fire Chief.F22.
    
    The angle of approach and departure for any means of Fire Department access shall not exceed
1 ft drop in 20 ft (0.3 m drop in 6 m), and the design limitations of the fire apparatus of
the Fire Department shall be subject to approval by the AHJ. (CFC 503.2.7 and MVMC 8.36.050
Section I) (ADVISORY)F23.
    
    Prior to issuance of the building permit for development, independent paved access to the
nearest paved road, maintained by the City shall be designed and constructed by the developer
within the public right of way in accordance with City Standards. (MVMC 8.36.050) (ADVISORY)F24.
    
    Complete plans and specifications for fire alarm systems, fire-extinguishing systems
(including automatic sprinklers or standpipe systems), clean agent systems (or other special
types of automatic fire-extinguishing systems), as well as other fire-protection systems and
appurtenances thereto shall be submitted to the Moreno Valley Fire Prevention Bureau for
review and approval prior to
  37
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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##### 



system installation. Submittals shall be in accordance with CFC Chapter 9 and associated
accepted national standards. (ADVISORY)F25.
    
    A permit is required to maintain, store, use or handle materials, or to conduct processes
which, produce conditions hazardous to life or property, or to install equipment used in
connection with such activities. Such permits shall not be construed as authority to violate,
cancel or set aside any of the provisions of this code. Such permit shall not take the place
of any license required by law. Applications for permits shall be made to the Fire
Prevention Bureau in such form and detail as prescribed by the Bureau. Applications for
permits shall be accompanied by such plans as required by the Bureau. Permits shall be kept
on the premises designated therein at all times and shall be posted in a conspicuous location on the premises or shall be kept on the premises in a location designated by the
Fire Chief. Permits shall be subject to inspection at all times by an officer of the fire
department or other persons authorized by the Fire Chief in accordance with Appendix Chapter
1 and MVMC 8.36.100. (ADVISORY)F26.
    
    Approval of the safety precautions required for buildings being constructed, altered or
demolished shall be required by the Fire Chief in addition to other approvals required for
specific operations or processes associated with such construction, alteration or demolition.
(CFC Chapter 14) (ADVISORY)F27.
    
    Prior to issuance of Certificate of Occupancy, permits are required to store, dispense, use
or handle hazardous material. Each application for a permit shall include a hazardous
materials management plan (HMMP). The location of the HMMP shall be posted adjacent to
(other) permits when an HMMP is provided. The HMMP shall include a facility site plan
designating the following:
 a)
    
    Storage and use areas;b)
    
    Maximum amount of each material stored or used in each area;c)
    
    Range of container sizes;d)
    
    Locations of emergency isolation and mitigation valves and devises;e)
    
    Product conveying piping containing liquids or gases, other than
utility-owned fuel gas lines and low-pressure fuel gas lines;f)
    
    On and off positions of valves for valves which are of the
self-indicating type;g)
    
    Storage plan showing the intended storage arrangement, including
the location and dimensions of aisles. The plans shall be legible and
approximately to scale. Separate distribution systems are allowed to be
shown on separate pages; and
h) Site plan showing all adjacent/neighboring structures and use.h)
    
    Site plan showing all adjacent/neighboring structures and use.
 NOTE: Each application for a permit shall include a hazardous materials inventory
statement (HMIS). (ADVISORY)F28.
    
    Before a Hazardous Materials permit is issued, the Fire Chief shall inspect and approve the
receptacles, vehicles, buildings, devices, premises, storage spaces or areas to be used. In
instances where laws or regulations are enforceable by departments other than the Fire
Prevention Bureau, joint approval shall be obtained from all departments concerned. (CFC
Appendix H) (ADVISORY)
 38
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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F29.
    
    Construction or work for which the Fire Prevention Bureaus approval is required
shall be subject to inspection by the Fire Chief and such construction or work shall
remain accessible and exposed for inspection purposes until approved. (CFC Section 106)
(ADVISORY)F30.
    
    The Fire Prevention Bureau shall maintain the authority to inspect, as often as necessary,
buildings and premises, including such other hazards or appliances designated by the Fire
Chief for the purpose of ascertaining and causing to be corrected any conditions which would
reasonably tend to cause fire or contribute to its spread, or any violation of the purpose
or provisions of this code and of any other law or standard affecting fire safety. (CFC
Section 106) (ADVISORY)F31.
    
    Permit requirements issued, which designate specific occupancy requirements for a
particular dwelling, occupancy, or use, shall remain in effect until such time as amended by
the Fire Chief. (CFC Section 104) (ADVISORY)F32.
    
    In accordance with the California Fire Code Appendix Chapter 1, where no applicable
standards or requirements are set forth in this code, or contained within other laws, codes,
regulations, ordinances or bylaws adopted by the jurisdiction, compliance with applicable
standards of the National Fire Protection Association or other nationally recognized fire
safety standards as are approved shall be deemed as prima facie evidence of compliance with
the intent of this code as approved by the Fire Chief. (CFC Section 102.7) (ADVISORY)F33.
    
    Any alterations, demolitions, or change in design, occupancy and use of buildings or site
will require plan submittal to the Fire Prevention Bureau with review and approval prior to
installation. (CFC Appendix Chapter 1) (ADVISORY)F34.
    
    Prior to installation, Emergency and Fire Protection Plans shall be provided when required
by the Fire Prevention Bureau. (CFC Section 105) (ADVISORY)F35.
    
    Prior to Certificate of Occupancy all locations where medians are constructed and prohibit
vehicular ingress/egress into or away from the site, provisions must be made to construct a
median-crossover at all locations determined by the Fire Marshal and the City Engineer. Prior
to the construction, design plans will be submitted for review and approval by the City
Engineer and all applicable inspections conducted by Land Development Division.F36.
    
    Prior to construction, all traffic calming designs/devices must be approved by the Fire
Marshal and City Engineer.
  39
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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CITY OF MORENO VALLEY
PUBLIC WORKS DEPARTMENT  LAND DEVELOPMENT DIVISION
CONDITIONS OF APPROVAL
PA07-0088 Change of Zone
PA07-0089 General Plan Amendment
PA07-0091 Plot Plan
APN 488-350-001, 002 and APN 488360-001 thru -012
 Note: Bold
 PUBLIC WORKS DEPARTMENT  LAND DEVELOPMENT DIVISION
  General Conditions
 LD1.
    
    (G) The developer shall comply with all applicable City ordinances and resolutions including
the Citys Municipal Code (MC) and if subdividing land, the Government Code (GC) of the State
of California, specifically Sections 66410 through 66499.58, said sections also referred to
as the Subdivision Map Act (SMA). (MC 9.14.010) (Advisory)LD2.
    
    (G) If the project involves the subdivision of land, maps may be developed in phases with the
approval of the City Engineer. Financial security shall be provided for all improvements
associated with each phase of the map. The boundaries of any multiple map increment shall be
subject to the approval of the City Engineer. The City Engineer may require the dedication and
construction of necessary utilities, streets or other improvements outside the area of any
particular map, if the improvements are needed for circulation, parking, access, or for the
welfare or safety of the public. (MC 9.14.080, GC 66412 and 66462.5) if the project does not
involve the subdivision of land and it is necessary to dedicate right-of-way/easements, the
developer shall make the appropriate offer of dedication by separate instrument. The City
Engineer may require the construction of necessary utilities, streets or other improvements
beyond the project boundary, if the improvements are needed for circulation, parking, access,
or for the welfare or safety of the public. (Advisory)LD3.
    
    (G) It is understood that the plot plan correctly shows all existing easements, traveled
ways, and drainage courses, and that their omission may require the map or plans associated
with this application to be resubmitted for further consideration. (MC 9.14.040) (Advisory)LD4.
    
    (G) In the event right-of-way or offsite easements are required to construct offsite
improvements necessary for the orderly development of the surrounding
  40
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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area to meet the public health and safety needs, the developer shall make a
good faith effort to acquire the needed right-of-way in accordance with the
Land Development Divisions administrative policy. In the event that the
developer is unsuccessful, he shall enter into an agreement with the City to
acquire the necessary right-of-way or offsite easements and complete the
improvements at such time the City acquires the right-of-way or offsite
easements which will permit the improvements to be made. The developer shall be
responsible for all costs associated with the right-of-way or easement
acquisition per the Subdivision Map Act. (GC 66462.5) (Advisory)LD5.
    
    (G) If improvements associated with this project are not initiated within two
years of the date of approval of the Public Improvement Agreement, the City
Engineer may require that the improvement cost estimate associated with the
project be modified to reflect current City construction costs in effect at the
time of request for an extension of time for the Public Improvement Agreement or
issuance of a permit. (Advisory)LD6.
    
    (G) The developer shall monitor, supervise and control all construction and
construction supportive activities, so as to prevent these activities from causing
a public nuisance, including but not limited to, insuring strict adherence to the
following:
 a.
    
    Removal of dirt, debris, or other construction material deposited on any public street no later than the end of each working day.b.
    
    Observance of working hours as stipulated on permits issued by the Public Works Department.c.
    
    The construction site shall accommodate the parking of all motor vehicles used by persons working at or providing deliveries to the
site.d.
    
    All dust control measures per South Coast Air Quality Management District (SCAQMD) requirements shall be adhered to during the grading operations.
 Violation of any condition or restriction or prohibition set forth in these
conditions shall subject the owner, applicant, developer or contractor(s) to
remedies as noted in the City Municipal Code 8.14.090. In addition, the City
Engineer or Building Official may suspend all construction related activities
for violation of any condition, restriction or prohibition set forth in these
conditions until such time as it has been determined that all operations and
activities are in conformance with these conditions. (Advisory)LD7.
    
    (G) The developer shall protect downstream properties from damage caused by alteration of drainage patterns, i.e., concentration or diversion of flow.
Protection shall be provided by constructing adequate drainage facilities, including, but not limited to, modifying existing facilities or by securing a drainage easement. (MC 9.14.110) (Advisory)
  41
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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LD8.
    
    (G) Public drainage easements, when required, shall be a minimum of 25 feet wide and
shall be shown on the map and plan, and noted as follows: Drainage Easement  no
structures, obstructions, or encroachments by land fills are allowed. In addition, the
grade within the easement area shall not exceed a 3:1 (H:V) slope, unless approved by the
City Engineer. (Advisory)LD9.
    
    (G) A detailed drainage study shall be submitted to the City Engineer for review and
approval at the time of any improvement or grading plan submittal. The study shall be
prepared by a registered civil engineer and shall include existing
and proposed hydrologic
conditions. Hydraulic calculations are required for all drainage control devices and storm
drain lines. (MC 9.14.110) (Advisory)LD10.
    

(G) The final conditions of approval issued by the Planning Division subsequent to Planning
Commission approval shall be photographically or electronically placed on mylar sheets and
included in the Grading and Street Improvement plan sets on twenty-four (24) inch by
thirty-six (36) inch mylar and submitted with the plans for plan check. These conditions of
approval shall become part of these plan sets and the approved plans shall be available in
the field during grading and construction. (Advisory)LD11.
    
    (G) Upon approval of the plot plan by the Planning Commission, the Developer shall submit
the approved plot plan on compact disk in (.dxf) digital format to the Land Development
Division of the Public Works Department. (Advisory)
 Prior to Grading Plan Approval or Grading Permit
 LD12.
    
    (GPA) The grading plans, plans shall be drawn on twenty-four (24) inch by thirty-six (36)
inch mylar and signed by a registered civil engineer and other registered/licensed
professional as required. (Advisory)LD13.
    
    (GPA) Grading plans shall comply with the City Grading ordinance, these Conditions of
Approval and the following criteria:
 a.
    
    The project street and lot grading shall be designed in a manner that
perpetuates the existing natural drainage patterns with respect to tributary
drainage area and outlet points. Unless otherwise approved by the City Engineer, lot lines shall be located at the top of slopes.b.
    
    Any grading that creates cut or fill slopes adjacent to the street shall
provide erosion control, sight distance control, and slope easements as approved
by the City Engineer.c.
    
    A grading permit shall be obtained from the Public Works Department Land
Development Division prior to commencement of any grading outside of the City
maintained road right-of-way.d.
    
    All improvement plans are substantially complete and appropriate clearance and at-risk letters are provided to the City, (MC 9.14.030)
  42
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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e.
    
    The developer shall submit a soils and geologic report to the Public
Works Department  Land Development Division. The report shall address the
soils stability and geological conditions of the site. (Advisory)
 LD14.
    
    (GPA) Prior to grading plan approval, the developer shall select treatment
control best management practices (BMPs) that are medium to highly effective for
treating Pollutants of Concern (POC) for the project. Projects where National
Pollution Discharge Elimination System (NPDES) mandates water quality treatment
control best management practices (BMPs) shall be designed per the City of Moreno
Valley guidelines or as approved by the City Engineer. (Advisory)LD15.
    
    (GPA, IP) Prior to approval of the grading plans or improvement plans for
project sites which are one acre or larger, the developer shall obtain the WQMP
number from the Citys Land Development Division, if a WQMP is required, and as a
condition of the State Water Quality Control Board, a Notice of Intent (NOI) for
an NPDES permit must be filed and a Waste Discharge Identification (W.D.I.D.)
permit number obtained from the State Water Quality Control Board. (Clean Water
Act) (Advisory)LD16.
    
    (GPA) Prior to the rough grading plan approval, or issuance of a building
permit, if a grading permit is not required, the Developer shall:
 a.
    
    Submit two (2) copies of the final project-specific Water Quality Management Plan (WQMP) for review by the City Engineer that:
 i.
    
    Addresses Site Design Best Management Practices (BMPs)
such as minimizing impervious areas, maximizing permeability,
minimizes directly connected impervious areas to the Citys street and
storm drain systems, and conserves natural areas;ii.
    
    Incorporates Source Control BMPs and provides a detailed
description of their implementation;iii.
    
    Incorporates Treatment Control BMPs and provides
information regarding design considerations;iv.
    
    Describes the long-term operation and maintenance
requirements for BMPs requiring maintenance; andv.
    
    Describes the mechanism for funding the long-term
operation and maintenance of the BMPs.
 A copy of the final WQMP template can be obtained on the Citys Website or by
contacting the Land Development Division of the Public Works Department.
 b.
    
    Record a Stormwater Treatment Device and Control Measure Access and Maintenance Covenant, to provide public notice of the requirement to implement the approved final project-specific WQMP and the
  43
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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maintenance requirements associated with the WQMP. A boilerplate copy of
the Stormwater Treatment Device and Control Measure Access and Maintenance
Covenant, can be obtained by contacting the Land Development Division of
the Public Works Department. (Advisory)
 LD17.
    
    (GPA) Prior to rough grading plan approval, or issuance of a building
permit, if a grading permit is not required, the Developer shall secure
approval of the final project-specific WQMP from the City Engineer.
(Advisory)LD18.
    
    (GPA) Prior to rough grading plan approval, or issuance of a building
permit as determined by the City Engineer, the approved final
project-specific WQMP shall be incorporated by reference or attached to the
projects Storm Water Pollution Prevention Plan as the Post-Construction
Management Plan. (Advisory)LD19.
    
    (GPA) Prior to grading permit issuance, the developer shall prepare a
Storm Water Pollution Prevention Plan (SWPPP) in conformance with the
states Construction Activities Storm Water General Permit. A copy of the
current SWPPP shall be kept at the project site and be available for review
upon request. The SWPPP shall be submitted to the Citys Storm Water
Program Manager on compact disk(s) in Microsoft Word format. The developer
is required to bring the SWPPP to the grading pre-construction meeting.
(Advisory)LD20.
    
    (GPA) Prior to the approval of the grading plans, the developer shall pay
any applicable remaining grading plan check fee. (Advisory)LD21.
    
    (GPA/MA) Prior to the later of either grading plan or final map approval,
resolution of all drainage issues shall be as approved by the City Engineer.
(Advisory)LD22.
    
    (GP) Prior to the issuance of a grading permit, the developer shall
submit a letter of permission to grade for a specific duration recorded
against each offsite parcel and an easement for slope purposes at final map
recordation. (Advisory)LD23.
    
    (GP) Prior to issuance of a grading permit, if the fee has not already
been paid prior to map approval or prior to issuance of a building permit if
a grading permit is not required, the developer shall pay Area Drainage Plan
(ADP) fees. The developer shall provide a receipt to the City showing that
ADP fees have been paid to Riverside County Flood Control and Water
Conservation District. (MC 9.14.100)LD24.
    
    (GP) Prior to issuance of a grading permit, the following securities
shall be submitted to the City:
 a.
    
    Security, in the form of a cash deposit (preferable), letter of credit, or performance bond shall be required to be submitted as a guarantee
  44
    
    Resolution No. 2009 -11
Exhibit A
Date Adopted: February 10, 2009




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of the completion of the grading required as a condition of
approval of the project (MC 8.21.070)b.
    
    Erosion control security as a guarantee of
the completion and maintenance of the erosion control
systems required as a condition of approval of the project.
The amount of the security shall be equal to one hundred
(100) percent of the total estimated cost of the erosion
control system(s). The permittees estimate of such cost
shall be based on the established unit costs available form
the city and shall be subject to the review and approval of
the city engineer. At least twenty-five (25) percent of the
required security shall be in cash and shall be deposited
with the city engineer. The remainder of the erosion control
security shall be subject to the approval of the City
Engineer and City Attorney, and consist of one or more of
the following:
 i.
    
    Cash deposit;ii.
    
    Bondiii.
    
    Certificate of Depositiv.
    
    Letter of Credit, in City format, from one or more local
financial institution(s) subject to regulation by the state or federal
government. (MC 8.21.150) (Advisory)
 LD25.
    
    (GP) Prior to issuance of a grading permit, the developer shall pay the
applicable grading inspection fees. (Advisory)
 Prior to Improvement Plan Approval or Construction Permit
 LD26.
    
    (IPA) Improvement plans shall be drawn on twenty-four (24) inch by
thirty-six (36) inch mylar and signed by a registered civil engineer and
other registered/licensed professional as required. (Advisory)LD27.
    
    (IPA) Prior to approval of the improvement plans, the developer shall
submit clearances from all applicable agencies, and pay all outstanding
plan check fees. (MC 9.14.210) (Advisory)LD28.
    
    (IPA) All public improvement plans prepared and signed by a registered
civil engineer in accordance with City standards, policies and requirements
shall be approved by the City Engineer. Securities and a public improvement
agreement shall be required to be submitted and executed as a guarantee of
the completion of the improvements. (Advisory)LD29.
    

(IPA) The street improvement plans shall comply with all applicable City
standards and the following design standards throughout this project:
 a.
    
    Corner cutbacks in conformance with City Standard 208
shall be shown on the final map or, if no map is to be recorded,
offered for dedication by separate instrument.
 45
    
    Resolution No. 2009 -11Exhibit ADate Adopted: February 10, 2009




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b.
    
    Lot access to major thoroughfares shall be restricted except at
intersections and approved entrances and shall be so noted on the final
map. (MC 9.14.100)c.
    

The minimum centerline and flow line grades shall be one percent unless
otherwise approved by the City Engineer. (MC 9.14.020)d.
    
    All street intersections shall be at ninety (90) degrees plus or minus
five (5) degrees or as approved by the City Engineer per City Standard No.
706A. (MC 9.14.020)e.
    
    All reverse curves shall include a minimum tangent of one hundred (100)
feet in length.
(Advisory)
 LD30.
    
    (IPA) Improvement plans, including design plan and profile information, shall be based upon
a centerline profile, extending beyond the project boundaries approved by the City Engineer.
Design plan and profile information shall include the minimum 300 feet beyond the project
boundaries. (Advisory)LD31.
    
    (IPA) Improvement plans, shall reflect the Citys moratorium on trench repair pavement cuts
on any streets less than three years old or on slurry sealed streets less than one year old
unless specifically approved by the City Engineer. Pavement cuts for trench repairs may be
allowed for emergency repairs or as specifically approved by the City Engineer. (Advisory)LD32.
    
    (IPA) Drainage facilities with sump conditions shall be designed to convey the tributary
100-year storm flows. Secondary emergency escape shall also be provided. (MC 9.14.110)
(Advisory)LD33.
    
    (IPA) If the projects hydrology study proposes to use any portion of a public street
right-of-way to accommodate storm flows, said study shall show that the 10-year storm flow
will be contained within the curb and the 100-year storm flow will be contained within the
street right-of-way. On major streets (Minor Arterial or larger), at least one lane in each
direction shall remain open and not be used to carry surface flows. When any of these
criteria is exceeded, additional drainage facilities shall be installed as approved by the
Public Works Department Land Development Division. (MC 9.14.110) (Advisory)LD34.
    
    (IPA) The project shall be designed to accept and properly convey all off-site drainage
flowing onto or through the site. All storm drain design and improvements shall be subject to
review and approval of the City Engineer. (Advisory)LD35.
    
    (CP) All work performed within the City right-of-way requires a construction permit. As
determined by the City Engineer, security may be required for work within the right-of-way.
Security shall be in the form of a cash deposit or other approved means. The City Engineer may
require the execution of a public improvement agreement as a condition of the issuance of the
construction
 46
    
    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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permit. All inspection fees shall be paid prior to issuance of construction permit.
(MC 9.14.100) (Advisory)LD36.
    
    (CP) Prior to issuance of a construction permit, all public improvement plans
prepared and signed by a registered civil engineer in accordance with City standards,
policies and requirements shall be approved by the City Engineer. (Advisory)LD37.
    
    (CP) Prior to issuance of construction permits, the developer shall submit all improvement
plans on compact disks, in (.dxf) digital format to the Land Development Division of the
Public Works Department. (Advisory)LD38.
    
    (CP) Prior to issuance of construction permits, the developer shall pay all applicable
inspection fees. (Advisory)
 Prior to Building Permit
 LD39.
    
    (BP) The developer shall coordinate with Land Development staff to facilitate partial pad
certification in conjunction with construction sequencing as approved by the City Engineer.
(Advisory)LD40.
    
    (BP) Prior to issuance of a building permit, the developer shall submit for review and
approval, a Waste Management Plan (WMP) per City code and Land Development Division
requirements. (AB939, MC 8.80) (Advisory)LD41.
    
    (BP) Prior to issuance of a building permit, Parcel Map 35629 shall record.
 Prior to Certificate of Occupancy
 LD42.
    
    (CO) Prior to issuance of a certificate of occupancy or building final, the developer shall
pay all outstanding fees.LD43.
    
    (CO) Prior to issuance of a certificate of occupancy or building final, the developer shall
construct all public improvements in conformance with applicable City standards, unless
otherwise approved by the City Engineer, including but not limited to the following
applicable improvements:
 a.
    
    Street improvements including, but not limited to: pavement, base, curb
and/or gutter, cross gutters, spandrel, sidewalks, drive approaches,
pedestrian ramps, street lights, signing, striping, under sidewalk drains,
landscaping and irrigation, medians, redwood header boards, pavement
tapers/transitions and traffic control devices as appropriate.b.
    
    Storm drain facilities including, but not limited to: storm drain pipe,
storm drain laterals, open channels, catch basins and local depressions.c.
    
    City-owned utilities.
 47
    
    Resolution No. 2009 -11Exhibit ADate Adopted: February 10, 2009




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d.
    
    Sewer and water systems including, but not limited to: sanitary
sewer, potable water and recycled water.e.
    
    Under grounding of existing and proposed utility lines less
than 115,000 volts.f.
    
    Relocation of overhead electrical utility lines including,
but not limited to: electrical, cable and telephone.(Advisory)
 LD44.
    
    (CO) Prior to issuance of a certificate of occupancy or building final,
all existing and new utilities adjacent to and on-site shall be placed
underground in accordance with City of Moreno Valley ordinances.
(MC 9.14.130) (Advisory)LD45.
    
    (CO) Prior to issuance of a certificate of occupancy or building final,
the Developer must comply with the following:
 a.
    
    Any required water quality basins, associated treatment
control BMPs, and associated hardware per the approved civil drawing must
be constructed, certified and approved by the City Engineer including,
but not limited to, piping, forebay, aftbay, trash rack.b.
    

An Engineers Line and Grade Certification shall be provided to the City.c.
    
    Said facilities shall pass a flow test per City test
procedures.(Advisory)
 LD46.
    
    (CO) Prior to issuance of a certificate of occupancy or building final
for any Commercial/Industrial facility, whichever occurs first, the owner
may have to secure coverage under the States General Industrial Activities
Storm Water Permit as issued by the State Water Resources Control Board.
(Advisory)
 Prior to Acceptance of Streets into the City Maintained Road System
 LD47.
    
    (AOS) Aggregate slurry, per Section 203-5 of Standard Specifications for
Public Works Construction, may be required just prior to acceptance
street(s) into the City maintained road system at the discretion of the
City Engineer. (Advisory)
 SPECIAL
CONDITIONS
 Phase 1  Development Associated with Parcel 1 of PM 35629
 LD48.
    
    (RGPA) Prior to rough grading plan approval, the developer shall obtain
written concurrence from Riverside County Flood Control and Water
Conservation District (RCFC&WCD) for any proposed modifications to the
 48
    
    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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Moreno Area Drainage Plan as well as for the acceptance of a small new
additional tributary area resulting from the projects proposed grading.LD49.
    
    (RGPA) Prior to rough grading plan
approval, it shall be clearly demonstrated on
the final drainage study that the potential
increased rate of runoff resulting from the
development of this site is mitigated. During
identified storm events peak flow rates and
velocity leaving the site in the developed
condition shall be no larger than that of the
pre-developed condition. The following shall be
analyzed in the final drainage study: 1, 3, 6
and 24-hour storm duration for the 2, 5, 10 and
100-year storm events. The applicant
understands that additional detention measures
or other mitigation, beyond those shown on the
tentative parcel map and preliminary drainage
study, may be required and shall include those
into the design and construction of appropriate
drainage facilities.LD50.
    
    (RGPA) Prior to rough grading plan
approval, emergency overflow areas shall be
shown at all applicable drainage improvement
locations in the event that the drainage
improvement fails or exceeds full capacity.
Emergency overflow area elevations shall be a
minimum of 1 below the proposed building pad
elevation in close proximity. This may include,
but not be limited to, an emergency spillway in
the basin and an emergency overflow at any sump
catch basin location. The developer is
responsible for securing any necessary on-site
or off-site drainage easements as required for
emergency overflow.LD51.
    
    (RGPA) Prior to rough grading plan
approval, all easements, existing, proposed,
temporary, and those to be quitclaimed shall be
shown on the plan complete with type of
easement, easement width, as applicable,
instrument number and date of recordation.
Copies of the existing easement documents shall
be submitted to the City (upon request) for
review. Those easements to be quitclaimed shall
be coordinated with the appropriate easement
holder, including but not limited to, those
associated with the electrical utility lines
traversing Parcel 1 and the water line running
along the entire maps north boundary adjacent
to SR-60 and its on-/off-ramps, as shown and
labeled on the tentative parcel map. The above
referenced water line shall be relocated
outside the existing and ultimate SR-60
right-of-way and preferably within Eucalyptus
Avenue.LD52.
    
    (RGPA) Not withstanding what is shown on
the tentative parcel map and grading plan, no
grading on Caltrans property shall be permitted
without an encroachment permit.LD53.
    
    (RGPA) Prior to rough grading plan
approval, the plan shall show a minimum 15-foot
wide maintenance access road from a public
street to all graded areas resulting from the
grading associated with the project.LD54.
    
    (PGPA) Prior to precise grading plan
approval, the precise grading plan shall be
consistent with the rough grading plan and
approved plot plan, in terms of, but not
limited to, pad and grade elevations, proposed
water quality treatment control best
management practices and locations
 49
    
    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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including detention and infiltration basins, proposed building, parking
lot, landscape area, slope, and project entrance locations. (Advisory)LD55.
    
    (PGPA) Prior to precise grading plan or improvement plan approval, as
applicable, the plans shall show any driveway approach up to 40 in width
to be constructed per City Standard Plan 118C, Option 2, modified. The
driveways shall have a minimum radius of 50 if the entrance is to
accommodate truck traffic, 35 otherwise, and transition from an 8 curb
height to a 0 curb height at the conventional right-of-way 12 behind the
curb line, or as approved by the City Engineer. There shall be a 4-foot
wide pedestrian sidewalk area at 2% maximum cross slope behind the
conventional right-of-way. A 4-foot pedestrian right-of-way dedication
shall be made on PM 35629. Any entrance greater than 40 in width shall be
designed as a street intersection. (Advisory)LD56.
    
    (IPA) If it is necessary to adjust the boundary of Parcel G, 5, and 6
(Parcels 5 and 6 to be designated as lettered parcels on the final parcel
map) resulting in the need for additional right-of-way for highway and road
purposes, it shall be dedicated to the City at no cost to the City. If it
is necessary to adjust the boundary resulting in excess right-of-way not
needed for highway and road purposes, the City and the developer shall
pursue the appropriate mechanism to transfer or convey public property back
to the developer.LD57.
    
    (IPA) Prior to improvement plan approval, the plans shall show redwood
headers, or other pavement edge treatment as approved by the City Engineer,
at all edge-of-pavement locations in the public right-of-way. If redwood
header board is approved, the redwood header shall be installed per the
City Standard, using a nominal minimum of 2 wide by 6 deep board. This
shall include, but not be limited to, the following locations:
 a.
    
    Along the frontage of Parcels 1, 2 and 4 of PM 35629,
south side of Eucalyptus Avenue, south edge of the east bound
travel lane to be constructed in Phase 1.
 LD58.
    
    (IPA) Storm drain improvement plans
shall show the connection of the proposed
private storm drain system to the proposed
public storm drain system at the public street
right-of-way. A storm drain manhole shall be
placed at the right-of-way to mark the
beginning of the publicly maintained portion
of this storm drain.LD59.
    
    (IP) Prior to commencing any work within
Caltrans right-of-way, the developer shall
obtain an encroachment permit from Caltrans.
Work within Caltrans right-of-way may include
that work associated with storm drain
connections to existing freeway culverts,
water line removal, water line extension from
north of the freeway including jack and bore
operation, power pole relocation and/or
undergrounding, and any grading.LD60.
    
    (IP) Prior to approval of improvement
plans, the developer shall secure any off-site
easements from the off-site property owner(s).
This includes
 50
    
    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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but is not limited to the drainage easement for the proposed spreading
basin south of the project, the slope easement along the south side of
Eucalyptus Avenue, the drainage easement for the culvert outlet across
Eucalyptus Avenue near Theodore Street, the utility easement for the
temporary overhead electrical lines, and any others that may be necessary
for the construction and maintenance of off site utility and
infrastructure improvements.LD61.
    
    (BP) Prior to issuance of a building permit, final line and grade
certification shall be provided by the licensed engineer of record stating
the building pad is in substantial conformance with the approved grading
plan. For Parcel 1, the developer shall coordinate with Land Development
staff to facilitate partial pad certification in conjunction with
construction sequencing as approved by the City Engineer. The relocation
and/or abandonment of existing utilities and quitclaim of existing easements
shall be coordinated with the sequencing of the Parcel 1 development such
that these do not interfere or encumber the particular building area being
developed at any given time.LD62.
    
    (BP) Prior to building permit issuance this project shall cause the
quitclaim of all existing easements, especially those easements underneath
proposed building footprints shall be quitclaimed. This shall include, but
not be limited to, the water line easement and power line easement. All
utilities shall be relocated, as necessary, prior to quitclaiming the
easements. All new easements shall be granted prior to utility relocations
and quitclaims of existing easements.LD63.
    
    (BP) Prior to building permit issuance,
the developer shall remove, or cause the
removal, of any sign or other structure, as
applicable, on the project site, including that
portion within Parcels G, 5 and 6, as shown on the tentative parcel map (Parcels 5 and 6 to be
dedicated as lettered parcels on the final
parcel map), to be dedicated to the City for
the future freeway expansion, unless other
arrangements are made with and approved by the
City Engineer. The developer shall record
easements for, provide access to, etc. any sign
or structure that might remain, as approved by
the City Engineer.LD64.
    
    (BP) Prior to building permit issuance,
the developer shall submit to the City a
recorded agreement pertaining to the
maintenance of and access to the temporary
spreading basin to be constructed on the land
south and adjacent to this project map,
identified as APN# 488-350-002.LD65.
    
    (BP) Prior to building permit issuance of
the proposed building in Phase 1, the developer
shall submit to the City for review and
approval all required off-site (outside of the
map boundary) easements, including but not
limited to, a roadway slope easement along the
south side of Eucalyptus Avenue, drainage
easements at low points along the south side of
Eucalyptus Avenue where rip rap and other
drainage improvements are proposed, a drainage
easement for the culvert headwall, rip rap and
grading on the south side of Eucalyptus Avenue,
 51
    
    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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just west of Theodore Street, an easement for any work outside of the
Sinclair Street right-of-way north of SR-60 for work associated with the
construction of the water line. These easements shall record prior to
occupancy, after the City has reviewed and approved them prior to
building permit issuance.LD66.
    
    (BP) Prior to issuance of a building permit, PM 35629 shall record along
with all the offers of dedication for right-of-way and easements made on
the map. Alternatively, offers of dedication for right-of-way and easements
may record by separate instrument.LD67.
    
    (CO) Prior to occupancy for the proposed building in Phase 1, the
developer shall obtain an encroachment permit from Caltrans and complete
the following jack and bore operation for the installation of a proposed
water line underneath SR-60 to be located within Sinclair Street
right-of-way north of the freeway. The developer shall apply Caltrans
crossing requirements to the portion of the water line that will lie within
Parcel G of the tentative parcel map.LD68.
    
    (CO) Prior to occupancy of the proposed
building in Phase 1, all overhead utility lines
less than 115,000 volts fronting or within the
entire map boundary shall be placed underground
per Section 9.14.030C of the City Municipal
Code except those along the west side of
Theodore Street, the terminus of the facility
over SR-60 at Sinclair Street, and the interim
service from Redlands Boulevard and Dracaea
Avenue northerly to the project site.LD69.
    
    (CO) Prior to occupancy of the proposed
building in Phase 1, existing utilities shall
be relocated outside of Parcels G, 5, and 6, as
identified on the tentative parcel map (Parcels
5 and 6 to be dedicated as lettered lots on the
final parcel map), being offered for dedication
for highway and road purposes.LD70.
    
    (CO) Prior to occupancy of the proposed
building in Phase 1, the developer shall bring
overhead electrical service to the building
from the nearest source identified by the
developer to be located on the west side of
Redlands Boulevard near Dracaea Avenue. This
will require the developer to bore under
Redlands Boulevard to the east side of Redlands
Boulevard.LD71.
    
    (RGPA) In accordance with the City of
Moreno Valley standards, the Double Ring
Infiltrometer field testing method per ASTM
D3385 shall be utilized to perform in-situ
percolation testing in the location of proposed
infiltration area treatment control Best
Management Practice (BMP) and the results
included as an amendment to the Final WQMP
prior to issuance of the first occupancy.
(Advisory)LD72.
    
    (RGPA) The Applicant shall prepare and
submit for approval a Project Specific Final
Water Quality Management Plan(F-WQMP) for
PA07-0090 
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    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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Highlands  Parcel 1 of TPM 35629 Logistics Building. The F-WQMP shall be
consistent with the approved P-WQMP and in full conformance with the
document; Riverside County Water Quality Management Plan for Urban
Runoff dated July 24, 2006. The F-WQMP shall be submitted and approved
prior to rough grading plan approval. At a minimum, the F-WQMP shall
include the following: Site Design BMPs; Source Control BMPs; Treatment
Control BMPs; Operation and Maintenance requirements for BMPs; and
sources of funding for BMP implementation. (Advisory)LD73.
    
    (RGPA) The Applicant shall select and implement treatment control BMPs
that are medium to highly effective for treating Pollutants of Concern
(POC) for the project. POC include project pollutants associated with a
303{d) listing or a Total Maximum Daily Load (TMDL) for receiving waters.
Project pollutants of concern include: sediment/turbidity, nutrients,
organic compounds, oxygen demanding substances, and pathogens. Exhibit C of
the document, Riverside County Water Quality Management Plan for Urban
Runoff dated July 24, 2006 shall be consulted for determining the
effectiveness of proposed treatment BMPs. (Advisory)LD74.
    
    (RGPA) Overall, the proposed treatment control concept is accepted as the
conceptual treatment control BMP for the proposed site. The Applicant has
proposed to incorporate the use of combined detention and infiltration
basins with underdrain systems. Final design details of these detention and
infiltration systems must be provided in the first submittal of the F-WQMP.
The size of the treatment control BMP is to be determined using the
procedures set forth in Exhibit C of the Riverside County Guidance
Document. The Applicant acknowledges that more area than currently shown on
the plans may be required to treat site runoff as required by the WQMP
Guidance Document. (Advisory)LD75.
    
    (RGPA) The Applicant shall substantiate the applicable Hydrologic
Condition of Concern (HCOC) (WQMP Section IV) in the F-WQMP. The HCOC
designates that the project will comply with Condition C; therefore, the
condition must be addressed in the F-WQMP.LD76.
    
    (GP) The Applicant shall, prior to building or grading permit closeout or
the issuance of a certificate of occupancy, demonstrate:
 a.
    
    That all structural BMPs have been constructed and
installed in conformance with the approved plans and specifications;b.
    
    That all structural BMPs described in the F-WQMP
have been implemented in accordance with approved plans and specifications;c.
    
    That the Applicant is prepared to implement all
non-structural BMPs included in the F-WQMP, conditions of approval, and building/grading permit conditions; andd.
    
    That an adequate number of copies of the approved F-WQMP
are available for the future owners/occupants of the project.
 (Advisory)
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    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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CITY OF MORENO VALLEY
CONDITIONS OF APPROVAL
Case No: PA07-0091 (PP for a Warehouse Building),
PA07-0089 (GPA), and PA07-0088 (Zone Change)
APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012
12.12.08 Revised
 PUBLIC WORKS DEPARTMENT
 Special Districts Division
 Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in bold
lettering.
 Acknowledgement of Conditions
 PA07-0091;
 General Conditions
 SD-1
    
    The parcel(s) associated with this project have been incorporated into the Moreno
Valley Community Services Districts Zones A (Parks & Community Services) and C (Arterial
Street Lighting). All assessable parcels therein shall be subject to annual Zone A and
Zone C charges for operations and capital improvements.SD-2
    
    Plans for parkway, median, slope, and/or open space landscape areas designated on the
tentative map or in these Conditions of Approval for incorporation into Moreno Valley
Community Services District Zone M,shall be prepared and submitted in accordance with the
City of Moreno Valley Public Works Department Landscape Design Guidelines.Contact the
Special Districts Division of the Public Works Department to obtain copies of this
document.SD-3
    
    The Developer, or the Developers successors or assignees shall be responsible for all
parkway and/ or median landscaping maintenance until such time as the District accepts
maintenance duties.
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    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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SD-4
    
    Any damage to existing landscape easement areas due to project construction shall be
repaired/replaced by the Developer, or Developers successors in interest, at no cost to
the Moreno Valley Community Services District.
 Prior to Building Permit Issuance
 SD-5
    
    (BP) This project has been identified to be included in the formation of a Map Act
Area of Benefit Special District for the construction of major thoroughfares and/or
freewayimprovements. The property owner(s) shall participate in such District, and pay
any special tax, assessment, or fee levied upon the project property for such District. At
the time of the public hearing to consider formation of the district, the property
owner(s) will not protest the formation, but the property owners(s) will retain the right
to object if any eventual assessment is not equitable, that is, if the financial burden of
the assessment is not reasonably proportionate to the benefit which the affected property
obtains from the improvements which are to be installed. (Street & Highway Code, GP
Objective 2.14.2, MC 9.14.100) Once the Transportation Uniform Mitigation Fee (TUMF) is
paid, the requirement to annex into the Special District would no longer be applicable.SD-6
    
    (BP) This project has been identified to be included in the formation of a Community
Facilities District (Mello-Roos) for Public Safetyservices, including but not limited to
Police, Fire Protection, Paramedic Services, Park Rangers, and Animal Control services: The
property owner(s) shall not protest the formation; however, they retain the right to object
to the rate and method of maximum special tax. In compliance with Proposition 218, the
Developer shall agree to approve the mail ballot proceeding (special election) for either
formation of the CFD or annexation into an existing district that may already be
established. The Developer must notify Special Districts prior to the Citys issuance of a
building permit. (California Government Code) This condition would no longer apply if the
building permit is issued prior to the formation of the Public Safety Community Facilities
District.SD-7
    
    (BP) This project is conditioned to provide a funding source for the capital
improvements and/or maintenance for the Eucalyptus Ave.median landscape. In order for
the Developer to meet the financial responsibility to maintain the defined service, one
of the following options shall be selected:
 55
    
    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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a.
    
    Participate in the mail ballot proceeding in
compliance with
Proposition 218, for Moreno Valley Community Services District
ZoneM (Commercial, Industrial and Multifamily Improved
Median Maintenance), and pay all associated costs with the
ballot process; orb.
    
    Establish an endowment to cover the
future maintenance costs
of the landscaped area.
 The Developer must notify Special Districts prior to the Citys issuance of a
building permit and the financial option selected to fund the continued
maintenance.SD-8
    
    Commercial(BP) Land Development, a Division of the Public Works Department,
requires this project to supply a funding source necessary to provide, but not limited
to, stormwater utilities services for the monitoring of on site facilities and performing
annual inspections of the affected areas to ensure compliance with state mandated
stormwater regulations, the Developer must notify Special Districts prior to the Citys
issuance of a building permit and the financial option selected to fund the continued
maintenance. (California Government Code)SD-9
    
    (BP) Prior to release of building permit, the Developer, or the Developers
successors or assignees, shall record with the County Recorders Office a Declaration of
Covenant and Acknowledgement of Assessmentsfor each assessable parcel therein, whereby
the Developer covenants and acknowledges the existence of the Moreno Valley Community
Services District, its established benefit zones, and that said parcel(s) is (are) liable
for payment of annual benefit zone charges and the appropriate National Pollutant
Discharge Elimination System (NPDES) maximum regulatory rate schedule when due. A copy of
the recorded Declaration of Covenant and Acknowledgement of Assessments shall be submitted
to the Special Districts Division.**For a copy of the Declaration of Covenant and Acknowledgement of
the Assessments form, please contact Special Districts, phone 951.413.3480.SD-10
    
    (BP) Final median, parkway, slope, and/or open space landscape/irrigation plans for
those areas designated on the tentative map or in these Conditions of Approval for
inclusion into Community Services District shall be reviewed and approved by the Community
Development Department  Planning Division, and the Public Works Department 
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    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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Special Districts and Transportation Divisions prior to the issuance of the first
Building Permit.
 Prior to Certificate of Occupancy
 SD-11
    
    (CO) Prior to issuance of a Certificate of Occupancy or building final, the
Developer shall submit a letter to Special Districts from the Utility service responsible
for providing final electrical energy connections and energization of the streetlights for
the development project. The letter must identify, by pole number, each streetlight in the
development and state the corresponding date of its electrical energization.SD-12
    
    (CO) All median landscaping specified in the tentative map or in these Conditions
of Approval shall be constructed pursuant to the project phasing plan dated December 10,
2008.SD-13
    
    (CO) Prior to the issuance of the first Certificate of Occupancy or building final
for this project, the Developer shall pay Advanced Energy fees for all applicable Zone B
(Residential Street Lighting) and/or Zone C (Arterial Street Lighting and Intersection
Lighting) streetlights required for this development. The Developer shall provide a
receipt to the Special Districts Division showing that the Advanced Energy fees have been
paid in full for the number of streetlights to be accepted into the CSD Zone B and/or
Zone C program. Payment shall be made to the City of Moreno Valley, as collected by the
Land Development Division, based upon the Advanced Energy fee rate at the time of payment
and as set forth in the current Listing of City Fees, Charges and Rates, as adopted by
City Council. Any change in the project which may increase the number of streetlights to
be installed will require payment of additional Advanced Energy fees at the then current
fee.
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    Resolution No. 2009-11Exhibit ADate Adopted: February 10, 2009




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Note: AU Special conditions are in bold lettering.
 Transportation Engineering Division  Conditions of Approval
  GENERAL CONDITIONS
 TE1.
    
    Install Citywide Communication System (Traffic Signal Interconnect) per City Standards along
Eucalyptus Avenue and Theodore Street.TE2.
    
    A Class I Bikeway is planned for the east side of Redlands Boulevard that shall require
additional right-of-way and/or easements.TE3.
    
    The project applicant shall submit supplemental traffic studies at the time of entitlement of
Phase 2 (Parcels 2 and 3) and again at Phase 3 (Parcel 4). The supplemental traffic studies shall
address improvements necessary for the two phases that could include but not be limited to traffic
signals, additional turn lanes, traffic signal synchronization/timing, interchange improvements,
fair share contributions, median construction, and traffic control at project driveways. Conditions
of approval for Phase 2 and Phase 3 plot plans shall be based upon the findings of the supplemental
traffic studies, and conditioned improvements shall be required prior to issuance of a certificate
of occupancy for the respective phases.
 PRIOR TO GRADING PERMIT
 TE4.
    
    (GP) Prior to issuance of a grading permit for Phase 1, the project applicant shall submit
conceptual striping plans for street improvements along Eucalyptus Avenue as well as Theodore
Street.
 PRIOR TO IMPROVEMENT PLAN APPROVAL OR CONSTRUCTION PERMIT
 TE5.
    
    The driveways less than 40 feet in width shall conform to Section 9.16.250, and
Table 9.16.250A of the Citys Development Code  Design Guidelines, and City
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Standard Plan No. 118C. Driveways wider than 40 shall be designed as intersections with
pedestrian access ramps per City standards (Advisory).TE6.
    
    Prior to the final approval of the street improvement plans, a signing and striping plan
shall be prepared per City of Moreno Valley Standard Plans  Section 4 for all streets with a cross
section of 66/44 and wider (Advisory).TE7.
    
    Prior to final approval of the street improvement plans, the developer shall submit to the
City a contract between the developer and a street sweeping company for sweeping the streets during
the warranty period, for the day shown on the posted street sweeping signage. The contract shall
include a contact person and phone number for said contact person (Advisory).TE8.
    
    Prior to issuance of a construction permit, construction traffic control plans prepared by a
qualified, Registered Civil or Traffic engineer shall be required (Advisory).TE9.
    
    Sight distance at driveways and on streets shall conform to City Standard Plan No. 125 A, B,
and C at the time of preparation of final grading, landscape, and street improvements (Advisory).TE10.
    
    Prior to final approval of the street improvement plans, interim and ultimate alignment
studies shall be approved by the City Traffic Engineer.TE11.
    
    Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and
Eucalyptus Avenue to provide the following geometrics:Northbound: One left turn lane, one through laneSouthbound: One through lane, one right turn laneEastbound: One left turn lane, one right turn lane.Westbound: N/ANOTE: All curb return radii shall be 50 feet.TE12.
    
    Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and SR-60 Eastbound Ramp to provide the
following geometrics:Northbound: One left turn lane, one through laneSouthbound: One shared through/right turn laneEastbound: One left turn lane, one right turn laneWestbound: N/ANOTE: All curb return radii shall be 50 feet.
 59







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TE13.
    
    Prior to final approval of the street improvement plans for Phase 1, the project applicant
shall design the intersection of Theodore Street and SR-60
Westbound Ramp to provide the following geometrics:Northbound: One through lane, pavement widening to accommodate turning trucksSouthbound: One shared left turn/through laneEastbound: N/AWestbound: One shared left turn/right turn laneTE14.
    
    Prior to final approval of the street improvement plans for Phase 3, the project applicant
shall design the intersection of Redlands Boulevard and Eucalyptus
Avenue for its ultimate cross-section to include the following:Northbound: Two left turn lanes, two through lanes, one right turn laneSouthbound: Two left turn lanes, two through lanes, one right turn laneEastbound: Two left turn lanes, two through lanes, one right turn laneWestbound: Two left turn lanes, two through lanes, one right turn laneNOTE: All curb return radii shall be 50 feet.TE15.
    
    Prior to final approval of the street improvement plans, the project applicant shall design
bus bays per City Standard Plan No. 121 at the following locations:
  Northbound Redlands Boulevard, north of Eucalyptus Avenue (Phase 3)
  Eastbound Eucalyptus Avenue, east of Redlands Boulevard (Phase 3)
  Westbound Eucalyptus Avenue, west of Theodore Street (Phase 2)
  Westbound Eucalyptus Avenue, west of project driveway aligned with Sinclair Street (Phase 2)
 PRIOR TO CERTIFICATE OF OCCUPANCY OR BUILDING FINAL
 TE16.
    
    (CO) Prior to issuance of a certificate of occupancy, all approved signing and striping shall
be installed per current City Standards and the approved plans (Advisory).TE17.
    
    (CO) Each gated entrance shall be provided with the following, or as approved by the City
Traffic Engineer:
 a) A storage lane with a minimum of 75 feet queuing length for entering traffic.
 b) Appropriate signing and striping.
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c) The employee gated entrance along Eucalyptus Avenue shall remain open for a half hour prior to
and a half hour
 after a shift change.
 All of these features must be kept in working order.TE18.
    
    (CO) Prior to issuance of a certificate of occupancy for Phase 1, the project applicant shall
construct the intersection/roadway improvements identified in TE11, TE12, and TE13 per the approved
plans.TE19.
    
    (CO) Prior to issuance of a certificate of occupancy for Phase 3, the project applicant shall
construct the east leg of the Redlands Boulevard/Eucalyptus Avenue intersection per TE14. Necessary
improvements to the other legs of the intersection shall be identified in the supplemental traffic
study per TE3.TE20.
    
    (CO) Prior to the issuance of a certificate of occupancy for the project, driveway access at
the following locations will be installed as follows:
    The easternmost driveway: full access.   The second driveway from the east: right-in, right-out access by means of a raised median.   The third driveway from the east (employee parking lot): full access.   The second driveway from the west: right-in, right-out by means of a raised median.   The westernmost driveway: full access.   Additional driveways for Phases 2 and 3 shall be reviewed at the time of their entitlement, and
conditions of approvalshall be prepared as necessary regarding access.NOTE: All truck driveways
shall have curb return radii of 50 feet.
 PRIOR
TO ACCEPTANCE OF STREETS INTO THE CITY-MAINTAINED ROAD SYSTEM
 TE21.
    
    Prior to the acceptance of streets into the City-maintained road system, all approved traffic
control and signing and striping shall be installed per current City Standards and the approved
plans (Advisory).
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CITY OF MORENO VALLEY
CONDITIONS OF APPROVAL FOR
Case No. PA07-0091 Plot Plan


PARKS AND COMMUNITY SERVICES DEPARTMENT


Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in bold
lettering.


Acknowledgement of Conditions
 PA07-0091 Plot Plan
 A multi-use trail Class-I bikeway shall be designated for TPM 35629.
     
 
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Parks and Community Services Department
    
    December 29, 2008CONDITIONS OF APPROVALCase No. PA07-0091 Plot Plan
  PA07-0091
Parks and Community Services Department
Standard Trail Conditions:
 a.
    
    Trail and bikeway construction shall adhere to: The
Citys Standard Plans, The Greenbook
Standard Specifications for Public Works Construction, California Code of Regulations Title
24 (where applicable), and the Park and Community Services Specification Guide.
(Advisory Condition)
 b.
    
    The General Contractor shall be a State of California Class A General Engineering
Contractor, per the Business and Professions Code Section 7056, or a combination of State
of California Class C licenses for which the work is being performed. Licenses must be
current and in good standing, for the duration of the project. (Advisory Condition)
 c.
    
    Trails and bikeways shall not be shared with any above ground utilities, blocking total width
access. (Advisory)
 d.
    
    The following plans require Parks and Community Services written approval: Tentative
tract/parcel maps; rough grading plans (including all Delta changes); Final Map; precise
grading plans; street improvement plans; traffic signal plans; fence and wall plans;
landscape plans for areas adjacent to trails; trail improvement plans. (Advisory)
 e.
    
    (GP) A detailed rough grading plan with profile for the trail shall be submitted and approved
by the Parks and Community Services Director or his/her designee prior to the issuance of
grading permits. (Advisory)
 f.
    
    Grading certification and compaction tests for trails and bikeways are required, prior to
any trail or bikeway improvements being installed. (Advisory)
 g.
    
    A minimum two-foot graded bench is required where trails adjoin landscaped or open space
areas. (Advisory)
 h.
    
    (BP) Prior to the issuance of the first Building Permit, final improvement plans (mylars
and AutoCAD & PDF file on a CD-ROM) shall be reviewed and approved by the Community
Development Department  Planning Division; the Public Works Department  Land Development
and Transportation Division; Fire Prevention; and Parks and Community Services Department.
Landscaped areas adjacent to the trail or bikeway shall be designed to prevent water on the
trail or bikeway. (Advisory)
 i.
    
    Two sets of complete trail and bikeway improvement plans shall be submitted to Parks and
Community Services for routing. Adjacent landscaping and walls shall be shown on the plans.
Final construction plans and details require wet stamped and signed Mylars, eight sets of
bond copies and one Mylar copy from the City signed mylars, the AutoCAD file on CD, and a PDF
file on CD. As-builts for the trails and bikeways have the same requirements as final plan
submittals. (Advisory)
 j.
    
    All street crossings shall be signed with approved STOP signs, trail signs, and posts. All
improved equestrian trail crossings at signalized intersections that are constructed at their
ultimate locations shall have 6 high mounted push buttons. These shall be coordinated
through the Transportation Division. (Advisory)
 k.
    
    CSD Zone A plan check fees shall be paid prior to
the second plan check. (Advisory)
 l.
    
    CSD Zone A inspection fees shall be paid prior to signing of Mylars. (Advisory)
 
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Parks and Community Services Department
    
    December 29, 2008CONDITIONS OF APPROVALCase No. PA07-0091 Plot Plan
 m.
    
    The trail and bikeway shall be surveyed and staked by the developer. The trail shall be
inspected and approved by the Parks and Community Services Director or his/her designee prior
to the commencement of related work. (Advisory)
 n.
    
    Any damage to bikeways, trails, or fencing during construction shall be repaired by the
developer and inspected by the Parks and Community Services Director or his/her designee;
prior to Certificate of Occupancy. (Advisory)
 o.
    
    Concrete access areas to trails with decomposed granite surfaces shall be rough finished
concrete (typically tine finish). The access shall extend to the main
trail flat surface.
(Advisory)
 p.
    
    In order to prevent the delay of building permit issuance, any deviation from trail fencing
materials or trail surface materials shall be submitted to Parks and Community Services
Director or his/her designee and approved in writing 60-days prior to the commencement of
trail construction. (Advisory)
 q.
    
    Any unauthorized deviation from the approved plan, specifications, City Standard Plans, or
Conditions of Approval may result in the delay of building permit issuance and/or building
Finals/ Certificate of Occupancy of the project conditioned for improvements. (Advisory)
 r.
    
    Where required,decorative solid-grouted block wall (no precision block, stucco,
veneer finishes, PVC, or wood fencing) with a minimum height of 72 on the trailside shall be
installed along lots that adjoin the trail. Block walls shall be located solely on private
property. If landscaping is to be utilized between the block wall and the trail, a PVC fence
shall be installed along the trail separating the landscaping from the trail (where
required). All block walls that have public view shall have an anti-graffiti coating per
Parks and Community Services specifications. Combination block/tubular steel fences shall
only be utilized where approved by Parks and Community Services. Tubular steel shall comply
with Parks and Community Services standards. Coating for tubular steel shall be
anti-graffiti coating for metal per Parks Community Services specifications. If alternate
products are requested, the requested material(s) shall be presented to the Director of Parks
and Community Services or his/her designee for review and approval. Under no circumstances
can alternate products be utilized without prior written authorization from the Parks and
Community Services Director or his/her designee. (Advisory)
 s.
    
    Any damage to existing landscape or hardscape areas due to project construction shall be
repaired/replaced by the developer, or developers successors in interest, at no cost to the
City or Community Services District. (Advisory)
 t.
    
    All inspections shall be requested two (2) working days in advance from the Parks and
Community Services Department at the time of rough and precise grading; fence and gate
installation; curb and drainage; flatwork; D.G. installation; graffiti coating; and final
inspection. (Advisory)
 
 64




---



##### 



POLICE DEPARTMENT
CONDITIONS OF APPROVAL
PA07-0091 (Plot Plan)
APN: 488-350-001 through 002 and 488-360-001 through 012.
 Note: All Special conditions are in bold lettering.
 Standard Conditions
 PD1.
    
    Prior to the start of any construction, temporary security fencing shall be erected. The
fencing shall be a minimum of six (6) feet high with locking, gated access and shall remain
through the duration of construction. Security fencing is required if there is: construction,
unsecured structures, unenclosed storage of materials and/or equipment, and/or the condition
of the site constitutes a public hazard as determined by the Public Works Department. If
security fencing is required, it shall remain in place until the project is completed or the
above conditions no longer exist. (DC 9.08.080) (Advisory)
 PD2.
    
    (GP) Prior to the issuance of grading permits, a temporary project identification sign shall
be erected on the site in a secure and visible manner. The sign shall be conspicuously posted
at the site and remain in place until occupancy of the project. The sign shall include the
following:
 a.
    
    The name (if applicable) and address of the development.b.
    
    The developers name, address, and a 24-hour emergency telephone
number. (DC 9.08.080) (Advisory)
 PD3.
    
    (CO) Prior to the issuance of a Certificate of Occupancy, an Emergency Contact information
Form for the project shall be completed at the permit counter of the Community and Economic
Development Department  Building Division for routing to the Police Department. (DC
9.08.080) (Advisory)
 PD4.
    
    Addresses needs to be in plain view visible from the street and visible at night. It needs
to have a backlight, so the address will reflect at night or a lighted address will be
sufficient. (Advisory)
 PD5.
    
    All exterior doors in the rear and the front of the buildings need an address or suite
number on them. (Advisory)




---



##### 



PD6.
    
    All rear exterior doors should have an overhead low sodium light or a light comparable
to the same. (Advisory)
 PD7.
    
    The exterior of the building should have high-pressure sodium lights and or Metal halide
lights installed and strategically placed throughout the exterior of the building. The parking
lots should have adequate lighting to insure a safe environment for customers and or
employees. (Advisory)
 PD8.
    
    All landscape cover should not exceed over 3 from the ground in the parking lot.
 PD9.
    
    Bushes that are near the exterior of the building should not
exceed 4 and should not be
planted directly in front of the buildings or walkways.
 PD10.
    
    Trees, which exceed 20, should have a 7 visibility from the ground to the
bottom half of the tree. This is so that patrons or employees can view the whole parking lot
while parking their vehicles in the parking lot.
 PD11.
    
    Cash registers shall be placed near the front entrance of any retail portion of the
establishment or as approved by the Police Chief.
 PD12.
    
    Window coverings shall comply with the city ordinance.
 PD13.
    
    No loitering signs shall be posted in plain view throughout the building, or as approved by
the Police Chief.




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##### 



MVU
Plot Plan Conditions of Approval Highland Fairview 12-18-08
 MVU-1
    
    (R) If the project is a multi-family development, townhome,
condominium, apartment, commercial or industrial project, and it
requires the installation of electric distribution facilities
within common areas, a non-exclusive easement shall be provided
to Moreno Valley Utility to include all such common areas. All
easements shall include the rights of ingress and egress for the
purpose of operation, maintenance, facility repair, and meter
reading.MVU-2
    
    (BP) City of Moreno Valley Municipal Utility Service  Electrical
Distribution:Prior to issuance of building permit, the developer shall
submit a detailed engineering plan showing design, location and schematics
for the utility system to be approved by the City Engineer. In accordance
with Government Code Section 66462, the Developer shallexecute an agreement
with the City providing for the installation, construction, improvement and
dedication of the utility system following recordation of final map and
concurrent with trenching operations and other subdivision improvements so
long as said agreement incorporates the approved engineering plan and
provides financial security to guarantee completion and dedication of the
utility system.The Developer shallcoordinate and receive approval from the City Engineer to
install, construct, improve, and dedicate to the City, or the Citys
designee, all utility infrastructure (including but not limited to conduit,
equipment, vaults, ducts, wires, switches, conductors, transformers,
resistors, amplifiers, and bring-up facilities including electrical
capacity to serve the identified development and other adjoining/abutting/ or
benefiting projects as determined by Moreno Valley Utility)  collectively
referred to as utility system (to and through the development), along with
any appurtenant real property easements, as determined by the City Engineer
to be necessary for the distribution and /or delivery of any and all utility
services to each lot and unit within the Tentative Map. For purposes of this
condition, utility services shall mean electric service and utility-related
telecommunication only Utility services shall not include sewer, water, and
natural gas services, which are addressed by other conditions of approval.
Properties within development will be subject to an electrical system
capacity charge and that contribution will be collected prior to issuance of
building permits.
 67
    
    Resolution No. 2009 -11Exhibit ADate Adopted: February 10, 2009




---



##### 



MVU-2A
    
    The City, or the Citys designee, shall utilize
dedicated utility facilities to ensure safe, reliable, sustainable and
cost effective delivery of utility services and maintain the integrity
of streets and other public infrastructure. Developer shall, at
developers sole expense, install or cause the installation of such
interconnection facilities as may be necessary to connect the electrical
distribution infrastructure within the project to the Moreno Valley
Utility owned and controlled electric distribution system.
Alternatively, developer may cause the project to be included in or
annexed to a community facilities district established or to be
established by the City for the purpose of financing the installation of
such interconnection and distribution facilities. The project shall be
deemed to have been included in or annexed to such a community
facilities district upon the expiration of the statute of limitations to
any legal challenges to the levy of special taxes by such community
facilities district within the property. The statute of limitations
referred to above will expire 30 days after the date of the election by
the qualified electors within the project to authorize the levy of
special taxes and the issuance of bonds.The installation of any proposed temporary overhead electric
distribution lines to be constructed to serve the subject project will
be installed/executed pursuant to a temporary utility service agreement.
The service agreement will address such things as the necessary
electrical circuit protection, as well as the requirement to permanently
relocate any temporary overhead to a permanent underground system in a
timely manner (not greater than 36 months) consistent with the
requirements of the service agreement and pursuant to applicable state
law.An electrical protection coordination study shall be performed and
stamped by a registered professional electrical engineer in the State of
California and submitted to the utility for review and approval prior to
construction of the temporary overhead line consistent with the service
agreement.Once the protection settings are approved and test reports performed, a
certified apparatus technician shall be submitted to the utility for
review. Any protection studies shall be stamped by the applicants
registered professional electrical engineer.A specific easement will be required for the entire overhead line
extension constructed outside of the public right-of-way consistent with
the service agreement.
 68
    
    Resolution No. 2009 -11Exhibit ADate Adopted: February 10, 2009




---



##### 



MVU-3
    
    This project may be subject to a Reimbursement Agreement. The project
may be responsible for a proportionate share of costs associated with
electrical distribution infrastructure previously installed that
directly benefits the project. The project may be subject to a system
wide capacity charge in addition to the referenced reimbursement
agreement. Payment(s) shall be required prior to issuance of building
permit(s).
 69
    
    Resolution No. 2009 -11Exhibit ADate Adopted: February 10, 2009




---



##### 



(SAFECO LOGO)
    EXECUTED IN FOUR COUNTERPARTSAIA Document A312
Performance Bond
    
    Safeco Insurance Companies 
Safeco Plaza
Seattle, WA 98185
BOND #6592411
PREMIUM: $352,418
 
 CONTRACTOR (Name and Address):
    
    SURETY (Name and Principal Place of Business):J.D. DIFFENBAUGH, INC.
6865 AIRPORT DRIVE
RIVERSIDE, CA 92504
    
    Safeco Insurance Company of America
Safeco Plaza, Seattle, WA 98185
 OWNER (Name and Address):
    
    HF LOGISTICS-SKX T1, LLC14225 CORPORATE WAYMORENO VALLEY, CA 92553
 
 Description (Name and Location):
    
    HIGHLAND FAIRVIEW CORPORATE PARK, SKECHERS DISTRIBUTION CENTER 29800 EUCALYPTUS AVENUE, RANCHO BELAGO, CA 92555
 BONDDate (Not earlier than Construction Contract Date):
    
    04/23/2010Amount: $58,888,374.00
 Modifications to this Bond:
    
    o None
    
    ý See Page 2
 CONTRACTOR AS PRINCIPAL 
Company: J.D. DIFFENBAUGH, INC. (Corporate Seal)
    
    SURETY

Company: Safeco Insurance Company of America
    
    (SEAL)
 Signature:
    
    /s/ Joel Alexander
    
    Signature:
    
    /s/ Lexie SherwoodName and Title: Joel Alexander, VP/CFO
    
    Name and Title: LEXIE SHERWOOD / ATTORNEY-IN-FACT(Any additional signatures appear on page 2.)(FOR INFORMATION ONLY  Name, Address and Telephone)
    
    OWNERS REPRESENTATIVE (Architect, Engineer or other party):AGENT or BROKER:CULBERTSON INSURANCE SERVICES, INC. (714) 921-0530 
5500 E. SANTA
ANA CANYON RD. #201, ANAHEIM, CA 92807
    
    
    
    HPA, INC.18831 BARDEEN AVE., SUITE 100IRVINE, CA 92612
 1
 2
 3
 3.1
 3.2
 3.3
 4
 SURETY 5026 (6-92)
S-1852/SA 10/99
    
    
    
    Safeco and the Safeco logo are registered trademarks of Safeco CorporationXDP
 Page 1 of 2




---



##### 



4.1
 4.2
 4.3
 4.4
 1
    
    After investigation, determine the amount for which it may be liable to the Owner
and, as soon as practicable after the amount is determined, tender payment therefor to
the Owner, or2
    
    Deny liability in whole or in part and notify the Owner citing reasons therefor.
 5
 6
 6.1
 6.2
 6.3
 7
 8
 9
 10
 11
 12 DEFINITIONS
 12.1
 12.2
 12.3
 12.4
    CONTRACTOR AS PRINCIPALCompany:
    
    Company: Safeco Insurance Company of America
    
    (Corporate Seal)Signature:
    
    
    
    Signature:Name and Title:
    
    Name and Title:Address:
    
    Address: Safeco Plaza, Seattle, WA 98185
 Page 2 of 2




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
    }County of Orange
 On
    
    4-23-10
    
    before me,
    
    Jan C. Moran, Notary PublicDate
    
    
    
    Here Insert Name and Title of the Officer
 personally appeared
    
    Lexie SherwoodName(s) of Signer(s)
  
 
   Signature
    
    /s/ Jan C. MoranSignature of Notary PublicPlace Notary Seal Above
    
    
    
    Jan C. Moran
 OPTIONAL
 Though the information below is not required by law, it may prove valuable
to persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.
 Description of Attached Document
 Title or Type of Document:
 Document Date:
    
    
    
    Number of Pages:
 Signer(s) Other Than Named Above:
 Capacity(ies) Claimed by Signer(s)
 Signers Name:o
Individualo Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other: 
Signer Is Representing:
    
    (IMAGE)
 Signers Name:o
Individualo Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other: 
Signer Is Representing:
    
    (IMAGE)
   ©   




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
    }County of RIVERSIDE
 On
    
    4-23-10
    
    before me,
    
    JM RODRIGUEZ, NOTARY PUBLICDate
    
    
    
    Here Insert Name and Title of the Officer
 personally appeared
    
    JOEL ALEXANDERName(s) of Signer(s)
  
 
   Signature
    
    JM Rodriguez

Signature of Notary PublicPlace Notary Seal Above
    
    
    
    Notary Public
 OPTIONAL
 ©   




---



##### 



(LOGO)
    
    POWER OF
ATTORNEY
    
    Safeco Insurance Company of America
General Insurance Company of America
1001 4th Avenue
Suite 1700
Seattle, WA 98154
 KNOW ALL BY THESE PRESENTS:
    
    No. 13294
    IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents
  -s- Dexter R. Legg
    
    -s- Timothy A. MikolajewsklDexter R. Legg, Secretary
    
    Timothy A. Mikolajewskl, Vice President
 CERTIFICATE
 SAFECO INSURANCE COMPANY OF AMERICA  GENERAL INSURANCE COMPANY OF AMERICA:
  SAFECO INSURANCE COMPANY OF AMERICA  GENERAL INSURANCE COMPANY OF AMERICA
 On any certificate executed by the Secretary or an assistant secretary of the
Company setting out,
 (i)
    
    The provisions of Article V, Section 13 of the By-Laws,
and(ii)
    
    A copy of the power-of-attorney appointment, executed pursuant thereto, and(iii)
    
    Certifying that said power-of-attorney appointment is in full force and
effect,
  SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE
COMPANY OF AMERICA,
 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
  (LOGO)
    
    (LOGO)
    
    (LOGO)Dexter R. Legg, Secretary




---



##### 



(SAFECO LOGO)
    
    Safeco Insurance Companies
Safeco Plaza
Seattle, WA 98185
  Bond
     1.
    
    The name of BANK OF AMERICA NA AS ADMINISTRATIVE AGENT FOR ITSELF AND THE LENDERS, as
Additional Obligee, shall be added to said bond as a named Obligee.2.
    
    The rights of Additional Obligee as a named Obligee shall be subject to
the condition precedent that the Original
Obligees obligations under the contract be performed.3.
    
    The aggregate liability of the Surety under said bond to the Original
Obligee and Additional Obligee, as their
interests may appear, is limited to the penal sum of the said bond.4.
    
    The Surety, as its option, may make any payment under said bond by
check issued jointly to the Original Obligee
and Additional Obligee.5.
    
    The purpose of this Rider is to add an Additional Obligee only and is
not intended to affect or alter the terms and
conditions of this bond.
  (Seal if corporation)
    
    
    

HF
LOGISTICS-SKX T1, LLCAttest
    
    
    
    
    
    Original ObligeeBy
    
    /s/ Iddo BenzeeviBANK OF AMERICA NA AS ADMINISTRATIVE(Seal if corporation)
    
    
    
    
    

AGENT FOR ITSELF AND THE LENDERSAttest
    
    
    
    
    
    Additional ObligeeBySAFECO INSURANCE COMPANY OF AMERICA
    
    (SEAL)J.D. DIFFENBAUGH, INC.PrincipalBy
    
    /s/ LEXIE SHERWOOD

LEXIE SHERWOODAttorney-in-Fact
    
    
    
    By
    
    /s/ JOEL ALEXANDER




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
County of Orange
    
    }
 On
    
    4-23-10

Date
    
    before me,
    
    Jan C. Moran, Notary Public

Here Insert Name and Title of the Officer
    ,
 personally appeared
    
    Lexie Sherwood

Name(s) of Signer(s),
  
 
   Signature
    
    /s/ Jan C. MoranSignature of Notary PublicPlace Notary Seal Above
    
    
    
    Jan C. Moran
 OPTIONAL
 Though the information below is not required by law, it may prove valuable to
persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.
 Description of Attached Document
 Title or Type of Document:
 Document Date:
    
    
    
    Number of Pages:
 Signer(s) Other Than Named Above:
 Capacity(ies) Claimed by Signer(s)
 Signers Name:o
Individualo Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other: 
Signer Is Representing:
    

(IMAGE)
 Signers Name:o
Individualo Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other: 
Signer Is Representing:
    

(IMAGE)
   ©




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
County of RIVERSIDE
    
    }
 On
    
    4-23-10

Date
    
    before me,
    
    JM RODRIGUEZ, NOTARY PUBLIC

Here Insert Name and Title of the Officer
    ,
 personally appeared
    
    JOEL ALEXANDER

Name(s) of Signer(s),
  
 
   Signature
    
    /s/ JM RODRIGUER, NORTY PUBLICPlace Notary Seal Above
    
    
    
    Signature of Notary Public
 OPTIONAL
   




---



##### 



(SAFECO LOGO)
    
    POWER
OF ATTORNEY
    
    Safeco Insurance Company of America
General Insurance Company of America
1001 4th Avenue
Suite 1700
Seattle,  WA 98154
 KNOW ALL BY THESE PRESENTS:
    
    No. 13294That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a
Washington corporation, does each hereby appoint
 ******** *****************************
*****************************************************
  IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents
  (LOGO)
    
    (LOGO)
 Dexter R. Legg, Secretary
    
    Timothy A. Mikolajewski, Vice President
 CERTIFICATE  SAFECO INSURANCE COMPANY OF AMERICA  GENERAL INSURANCE COMPANY OF AMERICA:
  SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA
    
 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE
COMPANY OF AMERICA,
 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
  (SEAL LOGO)
    
    (SEAL LOGO)
    
    (DEXTER R LOGO)Dexter R. Legg, Secretary




---



##### 



EXECUTED IN FOUR COUNTERPARTS
    
    PAYMENT BOND
    
    Bond #6592411
PREMIUM: INCLUDED IN
PERFORMANCE BOND
  
 CONTRACTOR (Name and Address):
    
    SURETY:J.D. DIFFENBAUGH, INC.
    
    Safeco Insurance Company of America6865 AIRPORT DRIVERIVERSIDE, CA 92504
    
    Safeco Plaza, Seattle, WA 98185
 OWNER (Name and Address):
    
    HF LOGISTICSSKX T1, LLC
14225 CORPORATE WAY
MORENO VALLEY, CA 92553
  
 Description (Name and Location):
    
    HIGHLAND FAIRVIEW CORPORATE PARK, SKECHERS DISTRIBUTION CENTER
29800 EUCALYPTUS AVENUE, RANCHO BELAGO, CA 92555
  Date (Not earlier than Construction Contract Date): 04/23/2010Amount:  $58,888,374.00Modifications to this Bond:
    
    o None
    
    x See Page 3CONTRACTOR AS PRINCIPAL
    
    SURETY Safeco Insurance Company of AmericaCompany: J.D. DIFFENBAUGH, INC.
    
    
    
    (SEAL)
 Signature:
    
    /s/ Joel Alexander
    
    
    
    Signature:
    
    /s/ Lexie SherwoodName and Title:
    
    JOEL ALEXANDER VP/CFO
    
    
    
    Name and Title:
    
    LEXIE SHERWOOD /ATTORNEY-IN-FACT
 (FOR INFORMATION ONLY-Name, Address and Telephone) AGENT or BROKER:
    
    OWNERS REPRESENTATIVE
(Architect, Engineer or other party): HPA, INC.CULBERTSON
INSURANCE SERVICES, INC. (714) 921-0530
    
    18831 BARDEEN AVE., SUITE 1005500
E. SANTA ANA CANYON RD. #201, ANAHEIM, CA 92807
    
    IRVINE, CA 92612
 1
 2
 2.1
 2.2
 3
  Page 1 of 3




---



##### 



4
 4.1
 4.2
 .1
    
    Have furnished written notice to the Contractor and sent a copy, or notice
thereof, to the Owner, within 90 days after having last performed labor or last
furnished materials or equipment included in the claim stating, with substantial
accuracy, the amount of the claim and the name of the party to whom the materials were
furnished or supplied or for whom the labor was done or performed; and.2
    
    Have either received a rejection in whole or in part from the Contractor, or not
received within 30 days of furnishing the above notice any communication from the
Contractor by which the Contractor has indicated the claim will be paid directly or
indirectly; and.3
    
    Not having been paid within the above 30 days, have sent a written notice to the
Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof,
to the Owner, stating that a claim is being made under this Bond and enclosing a copy
of the previous written notice furnished to the Contractor.
 5
 6
 6.1
 6.2
 7
 8
 9
 10
 11
 12
 13
 14
 15  DEFINITIONS
 15.1
 15.2
 15.3
 Page 2 of 3




---



##### 



MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
  4.3
  5
 6
  CONTRACTOR AS PRINCIPAL
    
    (Corporate Seal)
    
    
    
    SURETYCompany:
    
    
    
    
    
    
    
    Company:Signature:
    
    


    
    
    
    Signature:Name and Title:
    
    
    
    
    
    Name and Title:Address:
    
    
    
    
    
    
    
    Address:
  Page 3 of 3




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
County of Orange
    
    }
 On
    
    4-23-10

Date
    
    before me,
    
    Jan C. Moran, Notary Public

                                Here Insert Name and Title of the Officer
 personally appeared
    
    Lexie Sherwood

Name(s) of Signer(s)
  
 Signature
    
    /s/ Jan C. MoranSignature of Notary PublicJan C. Moran
   OPTIONAL
 Though the information below is not required by law, it may prove valuable to
persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.
 Description of Attached Document
 Title or Type of Document:
 Document Date:


    Number of
Pages:
 Signer(s)
Other Than Named Above:
 Capacity(ies) Claimed by Signer(s)
  Signers
Name:o Individualo
Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other:

Signer Is Representing:
    
    (IMAGE)
 Signers Name:o Individualo
Corporate OfficerTitle(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other:
Signer Is Representing:
    
    (IMAGE)
     




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
County of RIVERSIDE
    
    }
 On
    
    4-23-10

Date
    
    before me,
    
    JM RODRIGUEZ, NOTARY PUBLIC

Here Insert Name and Title of the Officer
    ,
 personally appeared
    
    JOEL ALEXANDER

Name(s) of Signer(s),
  
 Signature
    
    /s/ J.M. RodriguezSignature of Notary PublicNotary Public
   OPTIONAL   




---



##### 



(SAFECO LOGO)
    
    POWER
OF ATTORNEY
    
    Safeco Insurance Company of America
General Insurance Company of America
1001 4th Avenue
Suite 1700
Seattle, WA 98154
 KNOW ALL BY THESE PRESENTS:
    
    No. 13294
 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA,
   IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA
have each executed and attested these presents
  (SIGNATURE)
    
    (SIGNATURE)Dexter R. Legg, Secretary
    
    Timothy A. Mikolajewski, Vice President
 CERTIFICATE  SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA:
  SAFECO INSURANCE COMPANY OF AMERICA  GENERAL INSURANCE COMPANY OF AMERICA
    
 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE
COMPANY OF AMERICA,
 IN WITNESS
WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
  (IMAGE)
    
    (IMAGE)
    
    (SIGNATURE)Dexter R. Lagg, Secretary
Safeco® and the Safeco logo are registered trademarks of Safeco Corporation.
 S-0974/DS 1/09
    
    WEB PDF




---



##### 



(IMAGE)
    
    LENDERS DUAL
OBLIGEE RIDER TO
PAYMENT BOND
    
    Liberty Mutual Surety
1001 4th Avenue, Suite 1700
Seattle, WA 98154
 EXECUTED IN FOUR COUNTERPARTS
    
    Bond #6592411
     1.
    
    The name of BANK OF AMERICA NA AS ADMINISTRATIVE AGENT FOR ITSELF AND THE LENDERS
as Lender shall be added to said bond as a named Obligee.2.
    
    The rights of the Lender as a named Obligee shall be subject to the condition precedent that
the Owners obligations to the Contractor be performed.3.
    
    The total aggregate liability of the Surety under said bond to Owner, Lender, and third party
beneficiaries, as their interests may appear, is limited to the penal sum of the said bond.4.
    
    The rights of the Lender as a named Obligee shall be co-extensive with the rights of the
Owner and the execution of this rider shall not be construed as conferring any different or
greater right to Lender. The intent of this rider is to permit Lender a direct right of action
against Principal and Surety under the Payment Bond to enforce their obligation to pay labor
and materialmen claimants who are protected and who have perfected their right under said bond
and for no other purpose.5.
    
    This rider shall not be construed to broaden or change the terms, conditions, or obligations
of said Payment Bond insofar as any claimants, as the term claimant is defined therein, are
concerned, nor shall this rider inure to the benefit of any person, firm or business
organization who does not qualify as claimant under said Payment Bond.6.
    
    Except as herein modified, said Payment Bond shall be and remain in full force and effect.
  (Seal if corporation)
    
    HF Logistics-SKX T1, LLCAttest
    
    
    
    
    
    OwnerBy
    
    /s/ Iddo BenzeeviJ.D. Diffenbaugh, Inc.Contractor(Seal if corporation)Attest
    
    By
    
    /s/ Joel AlexanderSafeco Insurance Company of AmericaBy
    
    /s/ Lexie SherwoodLexie Sherwood
    
    Attorney-in-Fact
 
 S-1289/SA 10/99
    
    XDP




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
County of Orange
    
    }
 On
    
    4-23-10

Date
    
    before me,
    
    Jan C. Moran, Notary Public

Here Insert Name and Title of the Officer
    ,
    personally appeared
 Lexie Sherwood

Name(s) of Signer(s),
  
 Signature
    
    /s/ Jan C. MoranSignature of Notary PublicJan C. Moran
   OPTIONAL
 Though the information below is not required by law, it may prove valuable to
persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.
 Description of Attached Document
 Title or Type of Document:
 Document Date:
    
    
    
    Number of Pages:
 Signer(s) Other Than Named Above:
 Capacity(ies) Claimed by Signer(s)
 Signers Name:o
Individualo Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other: 
Signer is Representing:
    
    (IMAGE)
 Signers Name:o
Individualo Corporate Officer  Title(s):
 o Partner  o Limited o Generalo Attorney in Facto Trusteeo Guardian or Conservatoro Other: 
Signer is Representing:
    
    (IMAGE)
   ©2007 National Notary Association  9350 De
Solo Ave., P.O. Box 2402  Chatsworth, CA
91313-2402 
www.NationalNotary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827




---



##### 



CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
 State of California
County of RIVERSIDE
    

}
 On
    
    4-23-10

Date
    
    before me,
    
    JM RODRIGUEZ, NOTARY PUBLIC

Here Insert Name and Title of the Officer
    ,  personally appeared
 JOEL ALEXANDER

Name(s) of Signer(s),
  
 Signature
    
    

    

/s/ J. M. RodriguezSignature of Notary Public
   OPTIONAL
 ©2007 National Notary Association  9350 De
Solo Ave., P.O. Box 2402  Chatsworth, CA
91313-2402 
www.NationalNotary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827




---



##### 



(SAFECO LOGO)
    
    POWER
OF ATTORNEY
    
    Safeco Insurance Company of America
General Insurance Company of America
1001 4th Avenue
Suite 1700
Seattle, WA 98154
 KNOW ALL BY THESE PRESENTS:
    
    No. 13294
 SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA
   IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents
  -s- Dexter R. Legg
    
    -s- Timothy A. MikolajewskiDexter R. Legg, Secretary
    
    Timothy A. Mikolajewski, Vice President
 
 CERTIFICATE
 SAFECO INSURANCE COMPANY OF AMERICA  GENERAL INSURANCE COMPANY OF AMERICA:
  SAFECO INSURANCE COMPANY OF AMERICA  GENERAL INSURANCE COMPANY OF AMERICA
  (i)
    
    The provisions of Article V, Section 13 of the By-Laws, and(ii)
    
    A copy of the power-of-attorney appointment, executed pursuant
thereto, and(iii)
    
    Certifying that said power-of-attorney appointment is in full
force and effect,
  SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE
COMPANY OF AMERICA
 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
  (SEAL)(SEAL)
    
    -s- Dexter R. LeggDexter R. Legg, Secretary




---



##### 



DIVISION
    
    SECTION
    
    DESCRIPTION
    
    DURATION
    
    UNIT
    
    NOTES
 01 General Requirements
 Contract Article 3.5.2
 
  Contract Article 3.5.5
  Attached: Section 01740  Warranties, Guarantees and Bonds
 DIVISION
    
    SECTION
    
    DESCRIPTION
    
    DURATION
    
    UNIT
    
    NOTESSite Work09-9113
    
    Paint - Site
    
    1
    
    Year10-7516
    
    Flag Poles & flags
    
    1
    
    Year12-9313
    
    Bike Racks, Benches, Pots, Urns, Trash
    
    1
    
    Year13-1213
    
    Fountain Entry Feature
    
    1
    
    Year31-1316
    
    Stamped Concrete Paving
    
    1
    
    Year32-3213
    
    Site Electrical & Generator
    
    1
    
    Year32-1313
    
    Concrete Paving
    
    1
    
    Year32-1219
    
    Asphalt Concrete Paving
    
    1
    
    Year32-1613.13
    
    Cast-In-Place Concrete Gutters
    
    1
    
    Year32-1613.16
    
    Cast-In-Place Concrete Curbs
    
    1
    
    Year32-3119
    
    Structural Steel (Trash Gates & Lids)
    
    1
    
    Year33-1116
    
    Water System
    
    1
    
    Year33-3113
    
    Sanitary Sewage Systems
    
    1
    
    Year33-4113
    
    Storm Drain System
    
    1
    
    Year33-4216
    
    Concrete Storm Drainage Box Culvert
    
    1
    
    Year32-1723
    
    Pavement Marking
    
    1
    
    Year32-3113
    
    Chain Link Fencing & Gates
    
    1
    
    Year32-3119
    
    Decorative Metal Fences & Gates
    
    1
    
    Year32-3213
    
    Cast-In-Place Screen Walls
    
    1
    
    Year02837
    
    Slide Gate Operator
    
    5
    
    Year02890
    
    Post Mounted Signs
    
    1
    
    Year32-8413
    
    Landscape & Irrigation
    
    1
    
    Year32-9113.26
    
    Landscape Planting
    
    1
    
    Year33-7119.13
    
    Site Electrical transformers & Vaults
    
    1
    
    Year




---



##### 



DIVISION
    
    SECTION
    
    DESCRIPTION
    
    DURATION
    
    UNIT
    
    NOTESSite Work Continued33-8113
    
    Low-Voltage  Dry Utilities33-7993
    
    Street Lighting & Bases33-7139.23
    
    Site Underground Electrical
    
    
    1
    
    
    Year03-000
    
    
    
    Concrete03-2100
    
    Reinforcing Steel
    
    
    1
    
    
    Year03-3100
    
    Cast-In-Place Concrete
    
    
    1
    
    
    Year03-4713
    
    Tilt-Up Concrete Construction
    
    
    1
    
    
    Year03-5113
    
    Cementitious Underlayment
    
    
    1
    
    
    Year04-000
    
    
    
    Masonry32-3119
    
    Unit Masonry Walls
    
    
    1
    
    
    Year05-000
    
    
    
    Metals05-1223
    
    Structural Steel Framing
    
    
    1
    
    
    Year05-2119
    
    Steel Joists
    
    
    1
    
    
    Year05-3113
    
    Steel Deck
    
    
    1
    
    
    Year05-5963
    
    Metal Pipe Bollards
    
    
    1
    
    
    Year05-5113
    
    Metal Stairs
    
    
    1
    
    
    Year05-5213
    
    Pipe & Tube Railings
    
    
    1
    
    
    Year05-7313
    
    Glass Raining Systems
    
    
    
    
    
    Year06-000
    
    
    
    Wood & Plastics06-1113
    
    Rough Carpentry
    
    
    1
    
    
    Year06-1516
    
    Panelized Roofing System
    
    
    1
    
    
    Year06-2033
    
    Finish Carpentry & Millwork
    
    
    1
    
    
    Year06-8200
    
    Glass Fiber Reinforced Plastic
    
    
    1
    
    
    YearDoor, Frame & Hardware Installation
    
    
    1
    
    
    Year06-4116
    
    Architectural Wood Casework
    
    
    1
    
    
    Year06-2513
    
    Wood Paneling
    
    
    1
    
    
    Year06-6116
    
    Plastic Fabrications
    
    
    1
    
    
    YearSolid Polymer Fabrications
    
    
    1
    
    
    Year07-000
    
    
    
    Thermal & Moisture Control07-1113
    
    Bituminous Dampproofing
    
    
    1
    
    
    Year07-2616
    
    Vapor retarders
    
    
    1
    
    
    Year07-2116
    
    Thermal Insulation
    
    
    1
    
    
    Year07-2113.19
    
    Reflective Foil Sheet Insulation
    
    
    1
    
    
    Year07-2123
    
    Sound Attenuation Insulation
    
    
    1
    
    
    Year07-8413
    
    Firestopping
    
    
    1
    
    
    Year07-9216
    
    Composite Panels
    
    
    1
    
    
    Year07-5423
    
    Single Ply Roofing
    
    
    20
    
    
    Years
    
    NDL07-4213
    
    Sheet Metal Soffits
    
    
    20
    
    
    Years07-6200
    
    Sheet Metal Flashing & trim
    
    
    1
    
    
    Years07-7236
    
    Smoke Ventilating Skylights
    
    
    10
    
    
    YearsVertical Joint Sealant
    
    
    5
    
    
    Years07-7223
    
    Roof hatches
    
    
    5
    
    
    Years07-9216
    
    Joint Sealers
    
    
    5
    
    
    Years




---



##### 



DIVISION
    
    SECTION
    
    DESCRIPTION
    
    DURATION
    
    UNIT
    
    NOTES08-000
    
    
    
    Doors & Windows08-1213.13
    
    Hollow Metal Frames
    
    
    1
    
    
    Year08-1313.13
    
    Hollow Metal Doors
    
    
    1
    
    
    Year08-1213.53
    
    Refinished Steel Door Frames
    
    
    1
    
    
    Year08-1429
    
    Wood Doors
    
    Full Life08-3116
    
    Access Panels
    
    
    1
    
    
    Year08-3323
    
    Sectional Overhead Doors
    
    
    5
    
    
    Years08-4113
    
    Aluminum Entrances & Storefronts
    
    
    1
    
    
    Year08-4226
    
    All-Glass Entrances
    
    
    5
    
    
    Years08-7100
    
    Finish HardwareAug-13
    
    Closers
    
    
    10
    
    
    Years08-7153
    
    Exit Devices
    
    
    3
    
    
    Years08-7100
    
    Hinges
    
    Life of Building08-7100
    
    Other Hardware
    
    
    2
    
    
    Years08-8113
    
    Glazing
    
    
    1
    
    
    Year08-8853
    
    Fire Rated Glass
    
    
    1
    
    
    Year09-000
    
    
    
    Finishes09-2116
    
    Non-Structural Metal Stud Framing
    
    
    1
    
    
    Year09-2613
    
    Polished Plaster
    
    
    10
    
    
    Year09-2116
    
    Gypsum Board
    
    
    1
    
    
    Year09-3013
    
    Tiling
    
    
    1
    
    
    Year09-5113
    
    Acoustical Panel Ceiling
    
    
    1
    
    
    Year09-5113
    
    Acoustical Panel
    
    
    1
    
    
    Year09-5113
    
    Cortega Second Look 2765 Panels
    
    
    10
    
    
    Years09-5323
    
    Grid
    
    
    10
    
    
    YearsFiberglas Reinforced Plastic Panels
    
    
    1
    
    
    Year09-6223
    
    Bamboo Flooring
    
    
    1
    
    
    Year09-6519
    
    Resilient Tile Flooring
    
    
    5
    
    
    Years09-6536
    
    Static-Control Resilient Flooring
    
    
    5
    
    
    Years09-6515
    
    Resilient Sheet Flooring
    
    
    5
    
    
    Years09-6513
    
    Top-Set Resilient Base
    
    
    1
    
    
    Year09-6813
    
    Carpet Tiles
    
    
    10
    
    
    Years09-6816
    
    Sheet Carpet
    
    
    10
    
    
    Years09-9123
    
    Painting
    
    
    1
    
    
    Year09-9723
    
    Concrete Coating Floor Sealer
    
    
    1
    
    
    Year09-7216
    
    Wall Covering
    
    
    1
    
    
    Year10-000
    
    
    
    Specialties10-2813.13
    
    Metal Toilet Compartments
    
    
    1
    
    
    Year10-1433
    
    Building Accessibility Signage
    
    
    1
    
    
    Year10-1400
    
    Plastic Signs  Restroom
    
    
    1
    
    
    Year10-4116
    
    Emergency Key Cabinets (Knox Box)
    
    
    1
    
    
    YearMiscellaneous Specialties
    
    
    1
    
    
    Year10-4116
    
    Fire Extinguishers & cabinets
    
    
    1
    
    
    Year`
    
    10-5113
    
    Lockers (Solid Plastic)
    
    
    1
    
    
    Year




---



##### 



DIVISION
    
    SECTION
    
    DESCRIPTION
    
    DURATION
    
    UNIT
    
    NOTES10-000
    
    
    
    Specialties Continued10-8213
    
    Airfoil Louvers & Wire Screening
    
    
    1
    
    
    Year10-2813.13
    
    Commercial Toilet Accessories
    
    
    1
    
    
    Year11-000
    
    
    
    Equipment11-1313
    
    Loading Dock Bumpers
    
    
    2
    
    
    Years1
    
    
    Year12-000
    
    
    
    Furnishings12-2413
    
    Roller Window Shades
    
    
    1
    
    
    Year13-000
    
    
    
    Special ConstructionN/A14-000
    
    
    
    Conveying Systems14-2423
    
    Hydraulic Elevator
    
    
    1
    
    
    Year21-000
    
    
    
    Fire Suppression System21-1116
    
    Fire Hydrants / Fire-Dept. Connections
    
    
    1
    
    
    Year21-1313
    
    Wet-Pipe Fire Sprinlker System
    
    
    1
    
    
    Year21-3116
    
    Diesel-Drive, Fire Pump
    
    
    1
    
    
    Year21-2213
    
    Clean Agent Fire Extingushing
    
    
    1
    
    
    Year22-000
    
    
    
    Plumbing22-4213
    
    Commercial Water Closet
    
    
    1
    
    
    Year22-4213
    
    Commercial Urinals
    
    
    1
    
    
    Year22-3320.23
    
    Solar Water Heaters
    
    
    1
    
    
    Year22-4523
    
    Personal Eyewash Equipment22-4239
    
    Plumbing Fixtures
    
    
    1
    
    
    Year23-000
    
    
    
    Heating, Ventilating & Air Conditioning23-3113
    
    HVAC Ducts & Casings
    
    
    1
    
    
    Year23-3423
    
    HVAC Ower Ventilators
    
    
    1
    
    
    Year23-6213
    
    Refrigerant Compressors
    
    
    1
    
    
    Year23-7413
    
    Outdoor, Central-Station Air-Handling
    
    
    1
    
    
    Year25-1313
    
    Automation Control & Monitoring
    
    
    1
    
    
    Year26-0000
    
    
    
    Electrical26-0100
    
    Electrical
    
    
    1
    
    
    Year26-0923
    
    Lighinting Control Devises
    
    
    1
    
    
    Year26-5113
    
    Lighting
    
    
    1
    
    
    Year26-2100
    
    Low-Voltage Power Systems26-5623
    
    Site Lighting
    
    
    1
    
    
    Year26-0100
    
    Electrical Distribution
    
    
    1
    
    
    Year27-000
    
    
    
    Communications27-1313
    
    Communications
    
    
    1
    
    
    Year28-000
    
    
    
    Fire Detection & Alarm28-3100
    
    Fie Alarm
    
    
    1
    
    
    Year




---



##### 



HIGHLAND FAIRVIEW CORPORATE PARKHPA 7086
    
    Moreno Valley, California
 SECTION 01740 (01 78 36)
WARRANTIES, GUARANTEES AND BONDS
 PART 1  GENERAL
 1.01
    
    SUMMARY
 A.
    
    Section Includes:
 1.
    
    Preparation and submittal, general administrative and procedural requirements.2.
    
    Time and schedule of submittals.3.
    
    Certifications and other commitments and agreements for continuing services to Owner are
specified elsewhere in the Contract Documents.
 1.02
    
    DEFINITIONS
 A.
    
    Warranty: Assurance to Owner by the Contractor, installer, supplier, manufacturer or other party
responsible as warrantor, for the quantity, quality, performance and other
representations of a product, system, service of the Work, in whole or in part, for the duration of
the specified period of time.B.
    
    Guarantee: Assurance to Owner by Contractor or product manufacturer or other specified party,
as guarantor, that the specified Warranty will be fulfilled by the guarantor in the event of
default by the warrantor.C.
    
    Standard Product Warranty: Preprinted, written Warranty published by product manufacturer for
particular products and specifically endorsed by the manufacturer to the OwnerD.
    
    Special Project Warranty: Written Warranty required by or incorporated into Contract
Documents, to extend time limits provided by standard Warranty or to provide greater rights for
Owner.E.
    
    Extended Warranty: Warranty which entails a longer period of time than the one year standard.F.
    
    Correction Period: As defined in the Conditions of the Contract, as applicable. Unless
otherwise specified, Correction Period shall be synonymous with Warranty Period, Guarantee
Period or any similar terms as they appear in the technical Sections of the Specifications.
 1.03
    
    WARRANTIES AND GUARANTEES
 A.
    
    General: Provide all Warranties and Guarantees with Owner named as beneficiary. For
equipment and products, or components thereof, bearing a manufacturers Warranty or Guarantee that
extends for a period of time beyond the Contractors Warranty and Guarantee, as required by the
conditions for Extended Warranty, so state in the Warranty or Guarantee.B.
    
    General Warranty and Guarantee Requirements: Warranty shall be an agreement to repair or
replace, without cost or undue hardship to the Owner, work performed under the Contract which is
found to be defective during the Correction Period (Warranty or Guarantee) period. Repairs and
replacements due to improper maintenance or operation or due to normal wear, usage and weathering
are excluded from Warranty requirements unless otherwise specified.




---



##### 



HIGHLAND FAIRVIEW CORPORATE PARKHPA 7086
    
    Moreno Valley, California
 C.
    
    Specific Warranty and Guarantee Requirements: Specific requirements are
included in product Specifications named in any Section of the technical
specifications, including content and limitations.D.
    
    Disclaimers and Limitations: Manufacturers disclaimers and
limitations on product Warranties and Guarantees shall not relieve Contractor of
responsibility for Warranty and Guarantee requirements for the Work that
incorporates such products, nor shall they relieve suppliers, manufacturers and
installers required to countersign special Warranties with Contractor.E.
    
    Related Damages and Losses: When correcting warranted Work that has been
found defective, remove and replace other Work that has been damaged as a result of
such defect or that must be removed and replaced to provide access for correction
of warranted Work.F.
    
    Reinstatement of Warranty: When Work covered by a Warranty has been found
defective and has been corrected by replacement or rebuilding, reinstate the
Warranty by written endorsement. The reinstated Warranty shall be equal to the
original Warranty with an equitable adjustment for depreciation.G.
    
    Replacement Cost: Upon determination that Work covered by as Warranty has been found to be defective, replace or reconstruct the Work to a condition
acceptable to Owner, complying with applicable requirements of the Contract
Documents. Contractor shall be responsible for all costs for replacing or
reconstructing defective Work regardless of whether Owner has benefited from use of
the Work through a portion of its anticipated useful service life.H.
    
    Owners Recourse: Written Warranties made to the Owner shall be in
addition to implied Warranties, and shall not limit the duties, obligations,
rights and remedies otherwise available under law, nor shall Warranty periods be
interpreted as limitations on time in which the Owner can enforce such other
duties, obligations, rights or remedies.I.
    
    Rejection of Warranties: The Owner reserves the right to reject Warranties and to limit
selections to products with Warranties not in conflict with requirements of
the Contract Documents.J.
    
    Warranties as Condition of Approval: Owner reserves the right to refuse to approve Work
for the project where a special Warranty, certification or similar commitment
shall be required on such Work or part of the Work, until evidence is
presented that entities required to countersign such commitments are willing
to do so.
 1.04
    
    FORM OF SUBMITTALS
 A.
    
    Bind in commercial quality, 8-1/2 by 11 inch three-ring side binders.B.
    
    Label cover of each binder with typed or printed title WARRANTIES AND
BONDS, with title of project; name, address and telephone number of Contractor and
equipment supplier; and name of responsible principal.C.
    
    Provide full information, using separate typed sheets as necessary. List
Subcontractor, supplier, and manufacturer, with name, address, and telephone number
of responsible principal.




---



##### 



HIGHLAND FAIRVIEW CORPORATE PARKHPA 7086
    
    Moreno Valley, California
 D.
    
    Prepare standard Warranties and Guarantees, excepting manufacturers standard
printed Warranties and Guarantees, on Contractors subcontractors, material
suppliers or manufacturers own letterhead, addressed to Owner.E.
    
    Warranty and Guarantee letters shall be signed by all responsible parties and
by Contractor in every case, with modifications only as approved in advance by Owner
to suit the conditions pertaining to the Warranty or Guarantee.F.
    
    Manufacturers Standard Forms: Manufacturers Warranty or Guarantee forms may be used.
Manufacturers forms shall contain appropriate terms and identification, ready for
execution by the required parties.G.
    
    If proposed terms and conditions restrict Guarantee coverage or require
actions by Owner beyond those specified, submit draft of Guarantee to Owner for review
and acceptance before performance of the Work.H.
    
    Signatures: Signatures shall be by the person authorized to sign
Warranties, Guarantees and bonds on behalf of entity providing such Warranty, Guarantee or bond.
 1.05
    
    PREPARATION OF SUBMITTALS
 A.
    
    Obtain Warranties and bonds, executed in duplicate by responsible
Subcontractors, suppliers, and manufacturers, within ten days after completion of the
applicable item or work.
Except for items put into use with Owners permission, leave date of beginning of
time of Warranty until the Date of Substantial Completion is determined.B.
    
    Verify that documents are in proper form, and contain full information.C.
    
    Retain Warranties and bonds until time specified for submittal.
 1.06
    
    TIME OF SUBMITTALS
 A.
    
    For equipment or component parts of equipment put into service during
construction with Owners permission, submit documents within ten days after
certification of beneficial occupancy and Substantial Completion for the item placed
into service.B.
    
    Make other submittals within ten days after Date of Substantial Completion,
prior to final Application for Payment.C.
    
    For items of Work when acceptance is delayed beyond Date of Substantial
Completion, submit within ten days after removal of the items from the punch list,
listing the date of approval as the beginning of the Warranty period.
 1.07
    
    DURATION OF WARRANTIES
 A.
    
    Unless otherwise specified or prescribed by law, Warranty periods shall be not
less than the Correction Period required by the Conditions of the Contract, but in no
case less than one year from the date established for completion of the Project at
Substantial Completion.B.
    
    Refer to Technical Sections of the Specifications for extended Warranty periods
designated beyond the minimum one year duration.




---



##### 



HIGHLAND FAIRVIEW CORPORATE PARKHPA 7086
    
    Moreno Valley, California
 PART 2  PRODUCTS
  PART 3  EXECUTION
  END OF SECTION




---



##### 



CONTRACTORS CONSENT AND CERTIFICATE
 Contractor Agreement HF LOGISTICS-SKX T1, LLC, a
Delaware limited liability company Owner Improvements Land Exhibit A Agent Lenders Loan
Agreement
    
 Owners Successor
 Page 1




---



##### 



th
 Contractor:J.D. DIFFENBAUGH, INC.By:
    
    /s/ Joel AlexanderName:
    
    Joel AlexanderTitle:
    
    V.P./CFO
 Page 2




---



##### 



EXHIBIT L




---



##### 



CONTRACT # ##-###-#####
 LONG FORM STANDARD SUBCONTRACT
 Xth MONTH
 CONTRACTOR
    
    J.D. DIFFENBAUGH, INC.
    
    
    
    (951) 351-6865Address
    
    6865 AIRPORT DRIVE
    
    
    
    (951) 351-6880 FAXCity
    
    RIVERSIDE
    

State
     CA
    
    Zip
     92504AndSUBCONTRACTOR
    
    SUBCONTRACTOR
    
    
    
    PHONEAddress
    
    STREET ADDRESS
    
    
    
    FAXCity
    

CITY
    
    State      CA
    
    Zip
     ZIPOn or about the  day of , 2009, Contractor entered into a prime contract with:
 OWNER
 Address
 City
    
    
    
    State
    
    
    
    Zip
 To perform the following work:
    
    SCOPE OF WORKfor the General Construction of the PROJECT NAME,project located at
  CONSTRUCTION LENDER(if applicable)
 Address
 City
    
    
    
    State
    
    
    
    Zip
  ARCHITECT
 Name
 Address
 City
    
    
    
    State
    
    
    
    Zip
 Distribution:
 ©1994 Associated General Contractors of California, Inc.
    
    Form AGCC-3 12/94
 1




---



##### 



SECTION 1. ENTIRE CONTRACT
   1. Exhibit A
    
    
    
    Contract Document Log2. Exhibit B
    
    
    
    Scope of Work3. Exhibit C
    
    
    
    Schedule of Values (If Applicable)4. Exhibit D
    
    
    
    Construction Schedule5. Exhibit E
    
    
    
    Insurance Requirements6. Exhibit F
    
    
    
    Progress Billing Requirements & W-9 Form7. Exhibit G
    
    
    
    Training Verification8. Exhibit H
    
    
    
    Responsible, Authorized, Designated Person for Safety Form9. Exhibit I
    
    
    
    Pre-Construction Meeting/Safety Agenda10. Exhibit J
    
    
    
    Storm Water Pollution Prevention Plan (SWPPP) Notification11. Exhibit K
    
    
    
    Project Specific Requirements
 PROJECT NAME
  SECTION 2. SCOPE
  SCOPE OF WORK
   SECTION 3. CONTRACT PRICE
 Dollars and no/100 ($0,0.00)
 SECTION 4. PAYMENT SCHEDULE
 Ninety 90
 SECTION 5. TIME
  2




---



##### 



SECTION 6. CHANGES IN THE WORK
      SECTION 7. DAMAGES CAUSED BY DELAYS
  SECTION 8. BONDING OF SUBCONTRACTOR
  SECTION 9. LIENS
   3




---



##### 



SECTION 10. PROVISIONS FOR INSPECTION
  SECTION 11. MATERIALS AND WORK FURNISHED BY OTHERS
  SECTION 12. PROTECTION OF WORK
   SECTION 13. LABOR RELATIONS
 13.1
         13.2
 13.3
 4




---



##### 



SECTION 14. RECOURSE BY CONTRACTOR
 14.1 Failure of Performance
 14.1.1 Right to Adequate Assurance.
 14.1.2 Notice to Cure.
     14.1.3 Termination for Default.
  14.1.4 Termination for Convenience.
   14.1.5 Grounds for Withholding Payment.
 14.2 Bankruptcy
 14.2.1 Termination Absent Cure.
 5




---



##### 



14.2.2 Interim Remedies.
   SECTION 15. INDEMNIFICATION
 15.1.1 Subcontractors Performance.
         15.1.2 Subcontractor shall:
    15.2 Risk of Loss.
  15.3 No Limitation of Liability.
  SECTION 16. INSURANCE
 16.1 Casualty Insurance.
  16.1.1 Workers Compensation and Employers Liability Insurance.
   6




---



##### 



16.1.2 General Liability Insurance.
        $1,000,000
    
    each occurrence (combined single limit for bodily injury and property damage)$1,000,000
    
    for personal injury liability$1,000,000
    
    aggregate for products-completed operations (Refer to Exhibit E attached
hereto and made a part hereof for required limits.)$2,000,000
    
    general aggregate
   16.1.3 Claims Made Policy Form Provisions.
 16.1.4 Automobile Liability Insurance.
 16.1.5
 16.1.6
 16.1.7
 16.2 Property Insurance.
     16.3
 7




---



##### 



SECTION 17. DISPUTE RESOLUTION PROCEDURE
 17.1 Preliminary Dispute Resolution Procedure and Agreement to Arbitrate
 17.1.1 Disputes under Prime Contract.
 17.1.2 Settlement Negotiations.
 17.2 Arbitration Procedures.
  17.2.1 Notice of Demand.
 17.2.2 Award.
 17.2.3 Work Continuation and Payment.
 17.2.4 Consolidated Arbitration Proceedings.
 17.2.5 No Limitation of Rights or Remedies.
 SECTION 18. COMPLIANCE WITH ALL LAWS AND SAFETY PRACTICES
   SECTION 19. WARRANTY
  SECTION 20. USE OF CONTRACTORS EQUIPMENT
  SECTION 21. ASSIGNMENT OF CONTRACT
  8




---



##### 



SECTION 22. INDEPENDENT CONTRACTOR
  SECTION 23. CLEAN-UP
 SECTION 24. ATTORNEYS FEES
  SECTION 25. LABOR AGREEMENTS
  SECTION 26. SPECIAL PROVISIONS
   Dated:
 CONTRACTOR: J. D. DIFFENBAUGH, INC.
 By
    
    Tarek
El-Maissi, Director of Operations6865 Airport Drive(ADDRESS)Riverside, CA 92504181805(CONTRACTORS LICENSE NO.)
 Dated:
 SUBCONTRACTOR: SUBCONTRACTOR
 By:(Signature)(Address)(CONTRACTORS LICENSE NO.)
  9




---



##### 



ADDENDUM TO AGCC-3
       Progress Payments: Trust Fund.
 Assumption or Rejection of Contract in Bankruptcy; Waiver of Notice Period.
       (Contractors Initials)
    
    (Subcontractors Initials)
 10




---



##### 



ADDENDUM TO AGCC-3
      Claims:
 Disclaimer:
 Subcontractors
Duties:
    
 (Contractors Initials)
    
    (Subcontractors Initials)
 11




---



##### 



1.
    
    Time is of the essence with regard to this fast track project. Subcontractor agrees to
provide the optimum crews and equipment in accordance with the Construction
Schedule to insure Subcontractor does not delay the project. The subcontractor agrees
to have optimum crew size onsite for the duration of the project, inclusive of 6 days/week
throughout the duration of his work. If this subcontractor is performing work in multiple
areas of this project that need to be constructed simultaneously, the subcontractor has
agreed to provide all necessary manpower, multiple crews, extended work hours, and 6 day
work week to ensure the schedule dates are met. It is imperative the subcontractor
manages the work force in a manner to avoid any delays what-so-ever, as non- performance,
inadequate crew sizes & manpower may result in financial damages which will be the sole
responsibility of the Subcontractor which is found to be in default.2.
    
    Per the terms of the Subcontract Agreement and the Addendum to AGCC-3, this
Subcontractor is to be bound to the prime contract between Diffenbaugh and the Owner of
this project. The following listing is a brief overview of items that are incorporated by
reference, but is in no way intended to limit the liability of the Subcontractor with
regard to specific items contained therein. The entire prime contract is readily available
for perusal by this Subcontractor:3.
    
    The Long Form Standard Subcontract AGC California Subcontract agreement for this
project shall be amended as follows:
 a.
    
    Section 13.3: Add the language that certain aspects of this work,
including but not limited to work on Eucalyptus street will fall under
the prevailing wage requirements. Subcontractor performing work in these
areas will be required to abide by the prevailing wage requirements.b.
    
    Section 16 Insurance: Strike 16.1 to 16.1.5 and insert See Addendum
A to the Prime Contract for requirements relative to Subcontractor Insurance
Requirements.c.
    
    In the Addendum to the AGC Subcontract agreement, Paragraph O: Add,
This Subcontract is assignable to Owner and its construction lender and may be
assumed by Owner or its construction lender in the event of any termination of the
Prime Contract, all at the option of Owner and / or its construction lender. This
Subcontract is terminable by Owner and/or its construction lender in the event that
the Prime Contract is terminated without additional costs beyond that actually
incurred to the date of termination. The Owner is an intended third party
beneficiary of all warranty/guarantees regarding the Work or
materials/equipment furnished and owner may bring claim directly against
Subcontractor for breach of contract, warranty rights, quality of workmanship,
merchantability of equipment, feasibility and fitness for the particular purpose of
materials and equipment and workmanship.
 Subcontractor, Contract No.
    
    Exhibit MProject Title, Number
    
    
    
    (subcontractors Initials)
 12




---



##### 



EXHIBIT N
 
 J.D. Diffenbaugh, Inc.Purchase Order LogJob No: 09-231
    
    
    
    Date: 4/12/2010Project No: 09-231
    
    
    
    Page: 1 of 1
 RevisedPO No.
    
    To
    
    From
    
    Date
    
    Description
    
    Spec Section
    
    Total Cost
    
    Apprvd Changes
    
    Pending Changes
    
    Contract Sum09-231-01740
    
    L&LCLEA
    
    JDD
    
    2/3/2010
    
    Final Clean
    
    01740
    
    
    
    $
    0.00
    
    
    $
    0.0009-231-10520
    
    MOBIFIR
    
    JDD
    
    9/22/2009
    
    Fire Extinguishers
    
    10520
    
    
    
    $
    0.00
    
    
    $
    0.0009-231-15900
    
    AMERCOMM
    
    JDD
    
    10/13/2009
    
    Controls and Instrumentation
    
    15900
    
    
    
    $
    0.00
    
    
    $
    0.00Totals:
    
    
    
    $
    0.00
    
    
    $
    0.00




---



##### 



EXHIBIT O
  
 Highland Fairview Corporate ParkSkechers Distribution CenterJob No. 09-213
    
    
    
    
    
    Initial
    
    Buy-out
    
    Date:Project Name:
    
    Skechers Distribution CenterUsable Square Footage
    
    1,800,000     SF
 Uncommitted/Other JDD
    
    
    Total Project
    
    
    Sav / Overrun
    
    
    
    
    
    Original
    
    
    
    
    
    
    RevisedCSI #
    
    Description
    
    Original GMP
    
    
    CO #
    
    
    COR thru 1
    
    
    Revised GMP
    
    
    
    Committed
    
    
    Cost
    
    
    Cost
    
    
    to Date
    
    
    
    Sub
    
    Contract
    
    
    SCO
    
    
    Contract01-516
    
    Temp.Water (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    001-565
    
    Dust Control (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    001-722
    
    Restaking (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    001-742
    
    Genral Job Labor (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    001-744
    
    Daily Clean Up (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    001-748
    
    Street Sweeping (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-375
    
    SWPPP (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-376
    
    Retention Basin (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-580
    
    Site Electrical Services (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-745
    
    Asphalt Paving (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    019-920
    
    Reproductions (Allow.)
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    00
    
    
    
    
    
    
    
    0
    
    
    
    
    
    
    
    
    
    
    
    
    0
    
    
    
    
    
    
    
    
    
    
    
    TBD01-720
    
    Survey and Staking
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    001-740
    
    Final Cleaning & Parkg Sweep
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-310
    
    Grading and Excavation
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-370
    
    Secondary Erosion Control
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-510
    
    Site Domestic
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-515
    
    Site Fire Water
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-530
    
    Santary Sewer
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-630
    
    Storm Drain
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-762
    
    Payement Markings
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-770
    
    Curb and Guttar
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-775
    
    Sidewalks
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-810
    
    Landscape and Imagation
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-820
    
    Fencing
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    002-870
    
    Site Furnishinga
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    003-200
    
    Retnforcing Steel  Bldg
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    003-300
    
    Building Cancrata   Bldg
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    003-356
    
    Floor Sealer
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    005-120
    
    Structural Steel
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    006-100
    
    Rough Carpentry
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    006-150
    
    Panalized Roof
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    007-100
    
    Waterproofing
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    007-210
    
    Insufaction
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    007-500
    
    Marnbrano Roofing
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    007-600
    
    Flashing and Sheet Metal
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    007-900
    
    Caulking and Sealants
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    008-100
    
    Doora Frames Hardware
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    008-350
    
    Overhead Doors
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    008-400
    
    Glass And Glazing
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    008-600
    
    Skyfights
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    008-785
    
    Knax Box
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    009-250
    
    Drywall and Metal Studs
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    009-650
    
    Rubber Base
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    009-900
    
    Painting
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    010-430
    
    Exterior Slgnago
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    011-150
    
    Dock Equipment
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    013-900
    
    Fire Sprinklars
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    015-400
    
    Plumbing
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    015-700
    
    HVAC
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    016-050
    
    Electrical
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    TBD
    
    
    0
    
    
    
    
    
    
    
    0Subtotal Hard Cost
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    019-000
    
    General Conditions
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    JDD
    
    
    0
    
    
    
    
    
    
    
    019-517
    
    Fire Access Roads
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    JDD
    
    
    0
    
    
    
    
    
    
    
    0Subtotal
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    022-100
    
    General Liability Insur.
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    JDD
    
    
    0
    
    
    
    
    
    
    
    099-000
    
    Contractors Fee
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    JDD
    
    
    0
    
    
    
    
    
    
    
    022-300
    
    Contractors Contingancy
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    JDD
    
    
    0
    
    
    
    
    
    
    
    0Total
    
    
    0
    
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    0
    
    
    
    
    
    
    0
    
    
    
    0
    
    
    
    0




---



##### 



Exhibit P
Form of Payment G702
 APPLICATION AND CERTIFICATION FOR PAYMENT
    
    AIA DOCUMENT G702
    
    PAGE ONE OF

    

    PAGESTO OWNER:
    
    PROJECT:
    
    APPLICATION NO:
    
    
    
    Distribution to:OWNERARCHITECTPERIOD TO:
    
    
    
    CONTRACTORFROM CONTRACTOR:
    
    VIA ARCHITECT:J.D. DIFFENBAUGH, INC.
    
    
    
    PROJECT #RIVERSIDE, CA 92506CONTRACT FOR:
    
    
    
    CONTRACT DATE:
 CONTRACTORS APPLICATION FOR PAYMENT
  1. ORIGINAL CONTRACT SUM
    
    $
    $0.002. Net change by Change Orders
    
    $
    3. CONTRACT SUM TO DATE (Line 1 ± 2)
    
    $
    4. TOTAL COMPLETED & STORED TO DATE (Column F on G703)
    
    $
    $0.005. RETAINAGE:a. 10% of Completed Work
(Column D + E on G703)
    
    $
    0.00b. 10% of Stored Material
(Column F on G703)
    
    $
    0.00Total Retainage (Lines 5a + 5b or
Total in Column I of G703)
    
    $
    6. TOTAL EARNED LESS RETAINAGE
(Line 4 Less Line 5 Total)
    
    $
    7. LESS PREVIOUS CERTIFICATES FOR
PAYMENT 
(Line 6 from prior Certificate)
    
    $8. CURRENT PAYMENT DUE
    
    $
    9. BALANCE TO FINISH, INCLUDING RETAINAGE
(Line 3 less Line 6)
    
    $
    
 CHANGE ORDER SUMMARY
    
    ADDITIONS
    
    DEDUCTIONSTotal changes approved
in previous months by Owner
    
    
    
    
    
    
    Total approved this Month
    
    
    0.00
    
    
    
    TOTALS
    
    
    0.00
    
    
    
    NET CHANGES by Change Order
    
    
    
    
    
    
    
   
 State of:
    
    California
    
    County of:
    
    RiversideSubscribed and sworn to before me this
    
    day ofNotary Public:My Commission expires:
 ARCHITECTS CERTIFICATE FOR PAYMENT
  AMOUNT CERTIFIED
    
    $
    
    

    
    $0
 (Attach explanation if amount certified differs from the amount applied. Initial all figures
on this Application and on the Continuation Sheet that are changed to conform with the amount
certified.)
  
  AIA DOCUMENT G702  APPLICATION AND CERTIFICATION FOR PAYMENT  1992 EDITION  AtA®  © 1992THE AMERICAN INSTITUTE OF
ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON.DC 20006-5292
 Users may obtain validation of this document by requesting a completed AIA Document D401  Certification of Documents Authenticity from the Licensee.




---



##### 



Exhibit P
Form of Payment G703
 CONTINUATION SHEET
    
    AIA DOCUMENT G703
    
    
    
    PAGE OF PAGESAIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing
    
    
    
    APPLICATION NO:Contractors signed certification is attached.
    
    
    
    APPLICATION DATE:In tabulations below, amounts arc stated to the nearest dollar.
    
    
    
    PERIOD TO:Use Column I on Contracts where variable retainage for line items may apply.
    
    
    
    CONTRACT NUMBER:PROJECT NAME:
 A
    
    
    B
    
    
    
    C
    
    
    
    D
    
    
    
    E
    
    
    
    F
    
    
    
    G
    
    
    
    H
    
    
    
    I
    
    
    
    J
    
    K
    
    L
    
    MMATERIALS
    
    TOTALWORK COMPLETED
    
    PRESENTLY
    
    COMPLETEDREVISED
    
    FROM PREVIOUS
    
    
    
    
    
    STORED
    
    AND STORED
    
    
    
    
    
    BALANCE
    
    RETAINAGE
    
    NetITEM
    
    
    
    
    
    SCHEDULED
    
    
    
    
    
    CHANGE
    
    CONTRCT
    
    APPLICATION
    
    
    
    
    
    (NOT IN
    
    TO DATE
    
    %
    
    TO FINISH
    
    (IF VARIABLE
    
    AmountNO.
    
    DESCRIPTION OF WORK
    
    VALUE
    
    ADJUSTMENT
    
    ORDER
    
    VALUE
    
    (D + E)
    
    THIS PERIOD
    
    D OR E)
    
    (D+E+F)
    

(G ÷ C)
    
    (C - G)
    
    RATE)
    
    Due$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0,00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0,00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0,00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0,00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0,00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00$
    0.00
    
    
    
    
    
    
    
    
    
    
    
    
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00GRAND TOTALS
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    
    
    
    
    $
    0.00
    
    
    $
    0.00
    
    
    $
    0.00




---



##### 



VIA E-MAIL
 
 Re:
    
    Highlands Logistics SKX T1, LLC  Highland Fairview Corporate Park Skechers
Distribution Center,29800 Eucalyptus Avenue, Rancho Belago, CA 92555
   1.
    
    Bank of America, N.A., as Lender and Administrative Agent, anticipates to
close a loan the week April 26, 2010 of $55 million for use on the Project per the
terms of the Commitment Letter between Bank of America, N.A. and Borrower; and,2.
    
    Skechers RB, LLC will deposit $30 million into a Bank of America Escrow
Account # 1499708217, entitled in the name of Bank of America, N.A. for the benefit
of HF Logistics-SKX T1, LLC for use on the Project upon loan closing.




---



##### 



Sincerely,/s/ DANETTE FENSTERMACHERDanette FenstermacherHighland FairviewforHF Logistics-SKX T1, LLC Bank of America, N.A./s/ KIM ABREUKim AbreuSenior Vice President
Bank of America N.A.JD Diffenbaugh, Inc./s/ JOEL ALEXANDERJoel AlexanderVice President/CFO
JD Diffenbaugh, Inc.